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GOVERNMENT ACCOUNTADILITY PROJECT Institute for Policy Studies 1901 Que Street. N.W.. Woshington. D.C. 20009 (202)234 9382 November 26, 1983 I
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Mr. Richard C. DeYoung (pt
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Director, Office of Inspection
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Mr. James G. Keppler Administrator, Region III Inspection and Enforcement 799 Roosevelt Road Glen Ellyn, Illinois 60137 Gentlemen:
Some weeks ago I received a copy of a Memorandum for Region III files regarding a closed meeting held October 25, 1983, in Bethesda, with Mr. J. Selby, President and Chief Executive Officer, and Mr. S. Howell, Executive Vice-President of Consumer Power Company (CPC).
The brief memo raises a number of signi~ficant questions which I have listed below.
Some of these questions I have already expressed to members of the Region III Office of Spacial Cases, Midland Team. I would appreciate a response from you as soon as possible to these concerns.
Concerns Recarding October 25, 1983, Meeting 1.
The independent management audit di5 cussed at the meeting has, presumably, been left in tha hands of CPC. GAP is concerned that, like the Stone and Webster nomination for the Q.A. soils work, the CPC nomination and the scope of the audit will be a fait accompli. The independence criteria (SECY 82-1003) adopted by the NRC at Diablo Canyon for situations such as this, requires public comment be included after the nomination of several companies. Further, since the sug-gestion was generated by the GAP petition filed June 14, 1983, pursuant to 10 C.F.R.2.206, it seems minimally reasonable that public comment be permitted about the scope of the management audit.
It is appropriate to note that the NRC position on the case of Midland's problems
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remains one of bewilderment; see Wall Street Journal article of October 28, 1983, regarding Midland. This has been Region III's response to the cause of Midland's problems since May,1982.
In light of the NRC's lack of insight and the obvious criticality of pin-pointing the cause of a decade of quality assurance breakdowns and unprecedented construc-tion foul-ups, we renew the request for the NRC approval-phase of CPC's management audit to be conducted with regard for the requirements of SECY 82-1003.
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Mr. Richard C. DeYoung November 26, 1983 Mr. James G. Keppler 2.
The memorandum also makes refereace to a " plan of action" which was being pre-pared for submittal to the NRC. Please explain what this " plan of action" is, and the purpose which it is to serve.
I look forward to your earliest possible response.
Sincerely, h'w Billie Pirner Garde Citizens Clinic Director BPG:me cc: Distribution List k
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t 6-b GOVERNMENT ACCOUNTADIUTY PROJECT Institu:e fer Pohcy Stucies 1C01 Cue 5:reet. N W. Westungton. D.C. 20000 (202)234 9382 e-
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August 8, 1983 PRINCIPAL STAFF WA rigsf NF f,[gg-Th 0/RA SCS U
Mr. Darrell G.
Eisenhut A/RA PAO Director, Division of Licensing U.S.
Nuclear Regulatory Commission f0 Washington, D.C.
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Dear Mr. Eisenhut:
L It is my understanding that the Divis ion of Nuclear Reactor Regulations (NRR) Division of Engineering has developed
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a review group composed of four technical members, a group leader, two team members from the structural review staf f and a structural consultant to r ev iew the concerns of Dr. Ross Landsman over the structural adequacy of the Diesel Generator building at the Midland Nuclear Power Plant.
Please provide the f ollowing information to us as soon as possible:
l.
The names, r e s um e r., and nomination process for i:he members of the review team; l_/
2.
The methodology by which the review effort will be E
completed, and 3.
The plans f or public participation or oversight, inc lud in g the input of a.xpert consultants, into the technical report.
'l a look forward to your immediat e respons e.
Sincerely,
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Billie Pirner Garde A
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In particular we are interested in the selection of the
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independant consultant, g us acceca PCR ADGCK 03CC0029 iO H
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NUCLEAR REGULATORY COMMISSION j,IM%
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Docket Nos: 50-329 gug 10 23 and 50-330 Billie Pirner Garde, Director Citizens Clinic for Accountable Government Government Accountability Project Institute for Policy Studies 1901 Que Street, N.W.
Washington, D. C.
20009
Dear Ms. Garde:
Your letter of August 8,1983, noted that the Division of Engineering in the Office of Nuclear Reactor Regulations has fonned a review group to review the concerns of Dr. Ross Landsman regarding the structural adequacy of the Diesel Generator Building (DGB) at Midland Plant, Units 1 & 2.
The concerns of Dr. Landsman and the f.nple-mentation concept for the review task were described in Board Notification 83-109 which was forwarded to you on July 27, 1983. Your letter requests three items of additional information. These items and our responses follow:
1.
Names, resumes, and nomination process for the team members, particularly for selection of the consultant.
The review group is composed of both NRC structural staff and consultants. The review group is headed by Dr. P. T. Kuo, who is a Section Leader in our Struc-tural and Geotechnical Engineering Branch (SGEB'). Two team members from the NRC structual staff are assigned - Dr. C. P. Tan and Mr. R. D. Romney. The team members provided by our technical assistance contract with Brookhaven National Laboratories (BNL) are Doctors M. Reich, C. Miller, C. Constantino, P. Wang, and A. Philippacopoulos. Enclosure 1 provides the resumes of these individuals.
The NRC and BNL members of the team were selected by the Director of the Division of Engineering on the basis of their' qualifications, experience, and availability. The BNL team members were also selected based upon their over-sight role in the Diablo Canyon Independent Design Verification Program.
2.
Methodology by which the review effort will be completed.
As described in Enclosure 3 to Board Notification 83-109, the efforts of the review group may include, but will not necessarily be limited to, (1) review i
of pertinent technical materials, (2) on-site inspections of the DGB, (3) on-site interviews with all inspection personnel that have information to contribute and-(4) preparation of a technical report summarizing their activities, considerations and findings. The detailed methodology for the structural evaluation is left to the technical expertise of the review group which will establish its own approach once relevant background information has been reviewed.
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Plans for public participation or oversight, including input of consultants, into the technical report.
To the extent practical, the review will be conducted consistent with "Open Meeting and Statement of NRC Staff Policy" from the 43 Federal Register 28058, June 28,1978. This Statement and Policy generally provides for meetings between the HRC technical staff and applicants for licenses to be open for interested members of the public, petitioners, intervenors, or other parties I
to attend as observers. Records of significant information exchanges and correspondence will be maintained by the review group and summarized in their final report as appropriate. The report will reflect the input of the consultants as well as the NRC members of the review group. The consultant's critique of Dr. Landsman's concerns will be incorporated directly into the report. The report veill be made publicly available.
I trust this reply is responsive to your requests.
Sincerely,
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Enclosures:
As stated l
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MIDLAND Mr. J. W. Cook Vice President Consumers Power Company 1945 West Parnall Road Jackson, Michigan 49201 cc: Michael I. Miller, Esq.
Mr. Don van Farrowe, Chief Ronald G. Zamarin, Esq.
Division of Radiological Health Alan S. Farr. ell, Esq.
Department of Public Health Isham, Lincoln & Bealc P.O. Box 33035 Three First National' Plaza, Lansing, Michigan 48909 Sist floor Chicago, Illinois 60602 Mr. Steve Gadler 2120 Carter Avenue James E. Brunner, Esq.
St. Paul, Minnesota 55108 Consumers Power Company 4
212 West Michigan Avenue U.S. Nuclear Regulatory Commission Jackson, Michigan 49201 Resident Inspectors Of fice Route 7
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I Ms. Mary Sinclair Midland, Michigan 48640 i
5711 Summerset Drive Midland, Michigan 48640 Ms. Barbara Stamiris 5795 N. River Stewart H. Freeman Freeland, Michigan 48623 i
Assistant Attorney General
'i State of Michigan Environmental Mr. Paul A. Perry, Secretary Protection Division Consumers Power Company 720 Law Building 212 W. Michigan Avenue Lansing, Michigan 48913 Jackson, Michigan 49201 Mr. Wendell Marshall Mr. Walt Apley l
Route 10 c/o Mr. Max Clausen Midland, Michigan 48640 Battelle Pacific North West Labs (PNWL)
Battelle Blvd.
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_Mr. R. B. Borsum SIGMA IV Building 1
Nuclear Power Generation Division Richland, Washington 99352
.i Babcock &_Wilcox 7910 Coodmont' Avenue, Suite 220 Mr. I. Charak, Manager Bethesda, Maryland 20814 NRC Assistance Project Argonne National Laboratory 4
Cherry & Flynn 9700 South Cass Avenue Suite 3700 Argonne, Illinois 60439 Three First National Plaza Chicago, Illinois 60602 James G. Keppler, Regional Administrator U.S. Nuclear Regulatory Commission,
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Region III 799 Roosevelt Road Glen Ellyn, Illinois _,60137 f
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y Mr. J. W. Cook cc: Mr. Ron Callen Michigan Public Service Commission 6545 Mercantile Way P.O. Box 30221 Lansing, Michigan 48909 Mr. Paul Rau Midland Daily News 124 Mcdonald Street Midland, Michigan 48640 Billie Pirner Garde Director, Citizens Clinic for Accountable Government Government Accountability Project Institute for Policy Studies 1901 Que Street, N.W.
Washington, D. C.
20009 Mr. Howard Levin, Project Manager TERA Corporation 7101 Wisconsin Avenue Bethesda, Maryland 20814 Ms. Lynne Bernabei Government Accountability Project 1901 Q Street, N.W.
Washington, D. C.
20009 t
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f' Supolemental page to the Midland OM, OL Service List I,
Mr. J. W. Cook -
cc: Commander, Naval Surface Weapons Center i
ATTN:
P. C. Huang White Oak Silver Spring, Maryland 20910 Mr. L. *J. Auge, Manager Facility Design Engineering Energy Technology Engineering Center P.O. Box 1449 Canoga Park, California 91304 Mr. Neil Gehring U.S. Corps of Engineers NCEED - T 7th Floor 477 Michigan Avenue Detroit, Michigan 48226 Charles Bechhoefer, Esq.
Atomic Safety & Licensing Board U.S. Nuclear Regulatory Commission Washington, D. C.
20555 Dr. Frederick P. Cowan Apt. B-125 6125 N. Verde Trail Boca Raton, Florida 33433 Jerry Harbour, Esq.
Atomic Safety and Licensing Board U.S. Nuclear Regulatory Commission Washington, D. C.
20555 Geotechnical Engineers, Inc.
ATTN: Dr. Steve J. Poulos 1017 Main Street Winchester, Massachusetts 01890 I
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iAME XUO, PAO-TSIN i
. ADDRESS 11405 Rambling Road Gaithersburg, Maryland.20760
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EDUCATION Diplome, Taipei Institute of Technology
.MSCE, North Dakota State University PhD, Rice Uniyersity l
SU.41ARY 5 Years Section Leader, Structural Engineering Section B (1979 to Supervises review staf f in the assessment and approval Present).of the adequacy of seismic and structural aspects of
' license applications for nuclear power plant licensing.
i 3t Years Structural Engineer on the review staff for (1975 esse *sment and approval of the adequacy of to seismic and structural espects of license 1979
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applications for nuclear power plant design
'4i Yeers Engineering Specialist in seismic enalyses, (1971 to earthquake resistant design, and other structural
-) enalyses for nuclear power plant facilities 1975 1 Yeer Senior Design Engineer in engineering analysis (1966 to and structural design of nuclear power plant 1967
) facilities 5 Years Structural engineer in design and construction (1961-1965)of harbor structures and high-rise buildings
$1 Year Civil engineer in embankment line layout (1960-1961)
[XpERIENCE As a staff member in U.S. Nuclear Regulatory Commission
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(USNRC).the applicent currently serves as a technicel i
reviewer for evPlueting the Rd'equ8cy of seismic anBlysis end structural design for proposed and existing nuclear power plants. He performs technical review and evaluation of safety analysis reports. He also provides specialized technicP1 essistance to various offices, monitors USIGC sponsored research contracts, confers with technical and r
menegement representetives of organizations applying for j
licenses, and participates as a representative of the i
'l Regulatory steff on USNRC and national committees relating to the development of standards, codes, and criteria for nuclear applicetions.
Before joining USNRC, the applicant was employed by
.j Bechtel Power Corporation for Q years. He served es a steff specialist responsible for reviewing end estab-ii lishing criteria for seismic analyses of structures, performing investigative studies in the seismic anFlysis l-area, and edvising Chief Engineer concerning problems y;
related to seismic analyses.and desien. He also served i
as a member of the Bechtel Seismic Task Force Committee.
1 establishing the corporete standards related to seismic j.
nnelyses end design. In addition to seismic analyses for 1
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.'. A.4.k' oMI structures, he was also re sponsible for reviewing and'
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approving the seismic qualifications of mechnical and f,
electrical equipment -by efyhpr analytical means or la-boratory testing. @etween the years of 1971.to 1973 he
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was also engaged in-impact analysis for cask drop an,t aircraft impact and in developing design criteria and
-c methods for pipe whip restraint design...
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Priorto.joiningBechtel,theppplicentwasaseoci[ted with Cushing & Eevell Technical Design Corporetion on
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contract to Ebesco Serviccss 'Inc.. He was primarily
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C concernel with the rengineering enelysis and design for a 700 K# nuclear power plent. He wes also en,loyed by John A. Wckel end Associe.tes respo6pible for design
-l and nnelysis of high-rise buildings...
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.i Prem July 1961 to March 2965, he joined Icelung Harbor
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Bureau in Taiwan, Chinai He served as.a field structural engineer responsible fer; construction of a number of harbor structures including both'stoel and reinforced ^ concrete structures.
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-. inio1'ved in embankment line layout
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PROFESSIONAL... Ancr '.cen society of. Civil Engineers MEMBERSHIPc Esrthquaka Engineering-Research Institute ASIONAL SpesPer at the 1975cSeminor on.Geotechnical?and Structural A h.VITIES Aspects of Earthquake Engineering sponsored,by Na.tional
- Capital Section, ASCE, FEbru3ry, 1975
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' lecturer on "Earthqueke Resirtence of Nuclear Containment
_ -7 Structures", La> short course' for continuing? education sponsored by G'eorge i.'ashington: University, July,1975
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} 'PtrBLICATIONS Response of Structur'es' to Propagating Ground Motions",
paper coeuthored End presen' tad at Sth Europeen' conference
. 7 y,on Earthquake Engineking,' Turkey, September,1975
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" Coupled Leteral end Tarsional Responne of Nuclear Power
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Plants! *2nder rthquakef Enitations",.peper presented at 2nd9Internati@onel' Conference on Structurel Mec 1
Reector ?se.hnology, Berlin, Wer,t Germany, Septeober's 1973 n":
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"3nrvey of,Aseismic Design Dat 9 for Nucleer ?ower Plants",
Peter con.uth'ored ~ ante cres^o 2ted at the. Tifth '#crld
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" Seismic. Analyses of Struhtures/and Teuip:ient for Nuclear Power Plants".,Bochtel; Topics 1' Report EC-TOP-4, coauthored i
t and published ?in' August,;0.974 j '
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CHEN P. TAN F
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1 PROFESSIONAL QUALIFICATIONS y(
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STRUCTURAL ENGINEERING BRANCH ^
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It I am a stru.ctural Engineer in the Structural Engineering Branch of c
Nuclear ~ Regulatory Commission.
I am responsible for the review and evaluation of adequacy of criteria used in the structural design ard analysis of Seismic Category I structures, systems and components of nuclaar power plants assigned.to the branch.
I received a B.S. degree in Civil Engineering from National Tang cnous sa Shan College of Engineering inCI received the degree of Master of Science in Structural En.gineering from Oklahoma State University, Still-water, Oklahoma in 1957 and the degree of Ph.D. (Structural Engineering) from the University of Pennsylvania in 1966.
From 1948 to 1955 I worked as as assistant engineer on the design, a'nalysis and supervision of construction of highway bridges in Taiwan Highway Bureau, Taiwan, China.
During the years 1957 to 1961 when under employment at the consulting engineer firm of Yule,,Sticklen, Jordan and McNee in Philadelphia, Pennsylvania I worked as.a senior Structural 4
Engineer on the design of highway bridges for the states of Pennsylvania, t
Ohio and Connecticut.
From May 1965 to March 1966, I worked as a senior Structural Engineer in Catalytic Construction Company on the structural design and analysis of buildings in a polymerization plant for a major chemical company and also on the structural design of a V/Stol wind tunnel.
Since 1966 I have served in the structural engineering area j
including research, design and analysis for the construction and power i
industries.
During the years (1966-1970) of my association with the 1
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was responsible for a research program to study the state of the art of k,T -
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the technology of prestressed concrete reactor pressure vessels and to review the design and construction practices of prestressed and I also perfomed stress reinforced concrete containment vessels.
analysis of concrete containments for nuclear power plants as well the study of the effect of an airplane crash on liquified natural gas tanks.
From December 1970 to April I972 I worked as an engineering specialist and as a staff member of the civil group in the Gaithersburg, Md.
division of the Bechtel Pov.er Corporation.
My assignments related to ths structural design and analysis of concrete containments for various I also reviewed drafts of PSAR and FSAR for nuclear power plants.
nuclear power plants and assisted in drafting responses to questions from Regulatory agencies.
As a member of the Structural Engineering Branch, I have participated in developing criteria for structural design and analysis of Seismic Category I structures in nuclear power plants, perfomed evaluations of technical reports concerning structural behavior under accident loading conditions and reviewed the safety analysis reports of nuclear power plants of Fulton, Sun..;t, McGuire, Washington Nuclear Power Projects Nos.1 and 4, Blue Hills, Wisconsin Utilities Project, Palo Verde, etc.
in the areas relating to the design and analysis of' Seismic Category I I
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structures.
l I am a member of the American Society of Civil Engineers, the I am a member American Concrete Institute and the'5cciety of Sigma XI.
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nuclear service.
I am a registered professional r igineer in the state of I.have published technical papers and discussions in the Pennsylvan,ia.
Journal of American Concrete Institute and the Journal of the St Engineering Division of the American Society of Civil Engineers.
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NORMAN D' EDWARD ROMNEY 1211 Fairmont Street, N. W.
Washington, D. C.
20009 PERSONAL:
Married, U. S. Citizen, Date of Birth: 3/5/51 EDUCATION:
B.S.C.E. May,1974, Howard University
" CPM: Reliable Planning and Control of Projects", The
' George Washington University, Continuing Engineering E'ducation Program, 2.1 CEU,1977.
"ASMI Boiler Pressure Vessel Code - ACI 359/349 Code Requirement for Nuclear Safety Related Concrete Structures",
Bechtel In-House Training Program, 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> 1979.
" Concrete Technology and Codes", Portland Cement Association, 6.2 CEU, 1980.
4 REGISTRATION:
Professional Engineer, January,1980, Virginia i
PROFESSIONAL ACTIVITIES:
Member, National Society of Professional Engineers EXPERIENCE:
i May 1980 U.S. Nuclear Regulatory Commission, Bethesda, Maryland to Engineer, Structural Engi.neerin.g Branch, Division of
-l Present Engineering. Review and evaluate the structural and earthquake engineering aspects of structures needed for
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safe plant operation and safe shutdown during normal, transient, accident, and environmental conditions in reactor faci ~lities licensed for power operation.
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March 1978 Bechtel Power Corporation, Gaithersburg, Maryland to Engineer, Davis-Besse Nuclear Power Station, Units 1, May 1980 2, and 3.
Design of structural steel floors, columns and platforms for Unit 2 and 3 auxiliary building; design pipe anchors for additions to Unit 1 fire protectiori system; check Unit 1 pipe support design for adequacy of expansion anchor bolts.
March 197'7 De LEUW, Cather and Company, Washington, D. C.
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to Scheduling Engineer, Metro Project Program Control.
1 March 1978 i
Review construction schedules and specifications developed by Metro section design consultants for
.i implementation into the system-wide " Design and l
Construction Schedule". Develop CPM networks for Metro project sections designed by De LEUW Cather and Company.
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June 1974 1
to Bechtel Power Cofporation, Gaithersburg, Maryland March 1977 (June 1974 Engineer, Civil-Structural Design Group, Grand Gulf to Nuclear Power Station. Design of reinforced concrete November 1975) and steel structures for Turbine and Control Buildings.
(November 1975 Engineer, Civil-Structural Design Group, Joseph M. Farley to Nuclear Power Station.
Design of pipe supports and pipe February 1976)
Nhip restraints for main steam and main feedwater pipes in auxiliary building.
(August 1976 Technical Representative, College Relations. Assisted to Personnel Department with the development of a college March 1977) relations program and recruiting efforts at minority colleges.
(February 1976 Engineer, Coordinator Civil / Pipe Hanger Engineering to Groups, Grand Gulf Nuclear Power Station. Provide March 1977) liaison between Civil Structural Groups and Pipe Hanger Design Group; resolve design problems resulting from interface between pipe hanger designs and structural design of Plant buildings. Review pipe hanger designs for structural effects on building steel and attachments to concrete structures.
SUMMER EMPLOYMENT:,
1973 Engineering-Science, Inc., McLean, Virginia EngineerinrAide, Drafting and detailing of sewage treatment facilities.
1971 District of Columbia, Department of highways and Traffic, Washington, D. C.
Engineering Aide, Traffic Operations Division.
Assisted in the layout, phasing, timing, and coordination of existing and planned traffic signal installations.
1969 Lovell Belcher, Inc. City Surveyors, New York, New York
_ Trainee.
Assisted in field surveys, as chairman and i
rodman. Also did some drafting of surveys from field L
notes.
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Carl J. Costantino, Senior Consultant Structural Analysis Division. BNL.
Title:
Professor. Department of Civil Engineering, CCNY.
DoeH wce:
Teachine:
h The City College of the 1967 to present.
City University of New York Researcht From June 1959 to August 1967, at IIT Research Institute.
Chicago, Illinois, conducting research studies for both government and industry.
From Assistant Rasearch Engineer to Man.pger of Nuclear Wonpons Effects and Structural Dynamics Section of the Mechanics.9esearch Divisicn.
Pro.iect En61neer on programs involv$ ng site hardening for missile guidance systems.
Principal investigator in thec-retical and. experimental investigations of soil-structure interaction problems for use in hardening analyses.
Principal investigator in the developnent of large cor:puter programs to study two-dimensional stress wave propagation problems in general nonlinear media.
Appl $ cation of the finite element methods to stress wave problems.
Major participant in studies involving investigations of structural response to shock loadings and analysis of reactor containt..ent shell structures to large plastic deformations.
Prom September 1967 to date, at The City College. Department of Civil Engineering.
Conducting research scudies in scress-wave propagation; l
finite strain and mediurt-structure interaction effects.
i Development of three-dimensional finite element to study, stress wave problems.
programs Other:
Summers of 1956, and 1957 and 1958, with Tippetts, Abbott.
t McCarthy and Stratton, consultant Engineers, as Soils Engineer.
Resident engineer on earth n:oving pro 5 ram involving soll stabili'zation and compaction for foundation of a large industrial site.
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Field supervision of soils exp2 oration programs for large i
earth dams, flood control projects and river erosion problems.
Educations B.C.E., City Co11ese of New York, 1956 M.S. in Civil Engineering, Columbia University, Rajor in Soil Mechanics and Foundation Engineering,
~.1958 Ph.D. in civil Engineering at Illinois Institute of slogy, 1966 Societ es:
America'n J1vil Engineers American Xechanical En6ineers Chi Ep-Sigma A
. Tau Bett Chairman, Applied Mechanics Division, Chicago Section, ASME (1964-1965)
Reviewer, Applied Mechanica Reviews, ASME Reviewer, Structures Division. ASCE Reviewer, Pressure Vessel and Piping Df. vision, ASMS Fublications:
1.
"Reprwsentative Triaxial Testing", Thesis, Department of Civil Engineering, Columbia University, 1958.
2.
" Stresses in the Vicinity of Deep Underground Shelters",
Proceedings. 32nd Symposium on Shock, Vibration and Associated Environments, Part II, Bulletin No. 32 Off. of the Director of Defen'se Research and Engineering.
~
3
" Approximate Burst Strength of Thin-Walled Cylinders wit!
i Hemispherical Caps", with N. A. Weil, M.A.
Salmon, Journal j
i AIAA, Vol. 1, No. 9, pp. 2088, September 1963 g
4.
" Comparison of Approximate Theorios for the Burst Strength or Pinite Cylinders", with N. A. Weil, Tranoactions, 3
American Nuclear Society, Yol. 6, No. 1, pp. 115, t
i June 1963.
5 "The effect of End Conditions on the Burst strength of Pinite Cylinders", with N.A. Well, M.A. Salmon, Journal I
of Applied Mechanics, Vol. 3. No.1, pp. 97, March 1964.
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I (C
6.
7The Strength of Thin-Walled Cylinders Subjected to Dynamics Internal Pressures", Journal of Applied Mechanics, Vol. 32, No. 1, pp. 104, March 1965.
7.
'A Simplified scia-Structure Interaction Model to Investigate the Response of Buried Silos and Cylinders".
with R. R. Robinson, M. A. Salmon, Proceedings, Symposium on Soil-Structure Interaction, pp. 303, University of Arizona, September 1964.
8.
" Experiments on Circular cylinders with Flexible Roor Plates Buried in Sand",
Symposium on Soil-Structure Interaction,with A. Lon51now, Proceedings, pp. 423.
University of Arizona, September 1964.
"T' e theory or Limiting Equilibrdum for Axicy==etric 9
h Problems: A comparison with Experiment on Silo Skin Priction". with A.
Longinow. Proceedings, 3
Symposium on Soil-Structure 'nteraction, pp. 583, j
University or Arizona, September 1964.
"ckushable Materials for Structural Blast Shields",
10.
Journal June 19d$. Structure Division, ASCE, Vol. 91, pP. 229, l
" Response er Buried Silos and Internal Systems to Ground l
11.
Shock", with A. Yachowski, Proceedings,. International Symposium on the Use or Electronic Digital Computers in Structural Engineering.
University of Newcastle
)
upon Tyne, 1966.
4
- 12.. " Response of Crushable Foam Encased Buried Cylinders",
L i
Thesis, Illinois Institute of Technology,' June 1966.
f 13.
" Finite Element Approach to Stress Wave Problems",
c Journal, Engineerin6 Mechanica Diviolon, ASCE.
i April 1967.
[
14.
" Finite Element Snbation rce Wave Propagation in Layered 9
and U. L. Barnwell, presented ata Nuclesr Detonation", with a Wachowski, ${
)kdia Caused 69 the. International Symposium on Wave Propagation and Dynamic Properties y
of Earth Haterials Alburquerque, New Mexico,1967.
b p
15
" Response of Crushable Foam Encased Duried. Cylinders",
with E. Yay, Journal, Soil Skchanics Division, Vol. 95,
{
Ho. SMS," September 1969 t
16.
"Two-Dimensional Wave Propagation Through Nenlinear Media,
Journal or Computational Physics. Vol.
i August 1969.
4, No. 2, I
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- 17.. " Structure-Foundation Interaction of a Nuclear Power i
Plant with a Seismic Disturbance", with C. A. Miller.
Nuclear Eng. & Design, December,1970.
18.
" Analysis of Soil-St ructure Interactlon Effects Under Seismic Excitation", First Inter. Conf, on Structurni Hechanics in Reactor Technology, Berlin. September 1971.
19
Dynamic Response of yonlinear Media at Larse Streins".
1 with J. Heifits, Journal. Eng. Xechanics Division.
ASCE, pp 1511-1528, vol. 98, EH6, Dece.,:bar 1972.
20.
Seismic Analysis of Liquid Sodiu= Storage Tanks",
i with C.
A. Miller, Proceedings, 5th *dorld Conference
~on Earthquake Engineering, Rome, June 1973
)
21.
' Rocking Effects in a a'uclear Power Plant Subjected to t
l a Seismie Disturbance
- with C. A. Miller, Proceedings,
Sth World Conference on, Earthquate Engineering, Rome, June 1973 22.
- Jnfluence of Soil-Structure Interaction Parameters on Floor Response Spectra", with C. A. Miller, Pr'oceedings,'
2nd Inter. Conf. on Struct. Nchanies in Reactor Technology, Berlin, September 1973 23
" Finite Element Analysis for soil Arplification Studies",
with L. A. Lutvano
'reccersings, ASCE Specialty Conference on Structural Design at Duclear Plant Facilities, Vol. II, Chicago, December 1973 24.
" Mesh Size criteria for Soil Amplification Studies",
C.J. Costantino, C. A. Miller, and L. Lufrano,
Proceedings 3rd Structural Mechanice in Reactor Technology Syrtposium, September 1975 25 "ymeility Design constraicte for Cc=bined Seismic and Thermal Loading", C. A. Niiler and C.J. Costantino, Technology Sumposium, Septemaer 1975 26.
" Soil-Structure Interaction Par,veeters from Finit.e Element Analysis", C.J.
Cos t an'.ino, C.A.
Miller and L. Lufrano, Proceedings Conforence on Extreme Load conditions and Finite Analysis Fr;cacure, Septs.T.ber 1975 27 "Sdismic inalysis". C. A. Miller and c.J. cnc,tantino, j
Shock and Vibration Computer Procrnas. Reviews and Sunnaaries, edited by W.
A B. Pilkey; W.e Shock and Vibration Information Center. Unli.sd States Department of Defense, 1975.
6 9
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4 I
Hame,:
Charles A. Miller. Senior Censultant 3.ructural Analysis Division, SNI..
Title:
Professor, Department of Civf1 Engineering, CCNY.
Experience:
Teachine:
The Cf ty College of the 1968 to Present City University of New York Research:
From December 1957 to August 1968, at IIT Fresearch Insti-tute conducting research studies for both industry and government.
From Assistant Engineer to Assistant Director of the Engineering Mechanics Division responsible for a group of twenty-five engineers engaged in solid mechanics research.
Project engineer on studies dealing with the vulnerability of military and industrial racilities to the effects of nucleafr weapons; the design of hardened radar antennas; and the conceptual design and cost trade off of alternate approaches for superhard a:issile launch facilities.
Principal investigator on studies related to the:
Math-ematical modeling of the dynamic response of s,tructural/
mechanical systems ; the development of minimum cost designs for prestressed concrete structures ; tne creep behavior of i
reinforced concrete structures ; and the application of large scale structural computer codes to analyze the response of complex structures to both static and dynamic leading.
Other:
i Prom June 1953 to May 1954, at M. W..Kelloss co. involved in the hydraul,1c design of petrochemical plants.
l
'Racistration:
Registered professional engineer in New hork State.
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C;'.i R:x Education _:
O.,
f B.S. in Civil Engineering, Panhattan Collene.
(1953)
<J M.S. in Civil Engineering, Illinois Institute of Technology.
(1960) x - ' y ii Ph.D. in Civil Engineering, Illinoio Institute of
-1 i Technology.
(1966)
(.i Publications m;;
. l.-
1.
" Dynamic Analysis of Two Hinged Arches",
M.S. Thesis, Illinois Institute of Technology, January 1960.
,v 2.-
ki 2.
" Response of. Electronic Equipment to Nuclear Blast",
S; C. A. Miller and J. A. Granatn, Proceedings, 29th c
y".s Symposium on Shock, Vibration and Associated
.r Environments.
~l ?;
3
" Influence Coefficients for Two-liinged Arches",
hJ;!
C.
A. Miller and S. A. Guralnick, Proceedir.gs, ASCE,
' d.
Jpurnal of the Structurai Division, August 1962.
4.
" Dynamic Response of Slab Structure Exhibiting Coulomb Friction to combined Air and Shock Loading *',
E. Sevin, C. A. Miller and R. R. Robinson, Proceedings, symposium on Use of Computers in Civil Engineering, September 1962.
5
" Computers in Structural Engineering", yrantier, Autumn. 1965.
6.
"An Investigation of the Behavior of Hainforced Can-erste Beams Subjected to Itepeated cycles of Loadings",
Ph.D. Thesis January 1966 Illincis Institute of Technology, 7
' Educational Problems of New Conpucer tlsers.", P. resented 4
l at Civil Engineering Program Application Group (CEPA) 1 March, 1966.
4 8.
"The Response of Plain Concrete to Repeated Loads",
C. A. Miller and S. A. Guralnick, Proceedin6s of the RILEM International Symposium on the Effects of t
Repeated Loading of Materiala and Structures, Mexico City, September 1966.
9.
"The Dynamie Analysis of Non-Orthogonal Grid Systems",
C. A. Miller and R. E. Kramm, International Conference on Space structures, London, September 1966.
e e
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E p Y-10.
'Opportunition in -Continuing Education in Computer Sciences", presented at ASCE cponsored Symposium on f
Computer Applications for Civil Engineers at Illinois Institute of Technology, November 1966.-
11.
"A Reinforced Concrete Beams Subjected to Repeated Loads",
Froceedings ASCE, Journal of the Structural i
Division, October 1967 12.
" Creep Deformations of Thick Prestressed Rings";
C. A. Miller, Nuclear Engineering and Design (7) 1968, 87-93 13
" Interior Structure Motion Environe:ent", Presented at DASA Long Range Planning Meeting, Alberquerque, N.M., January 1968.
14.
" Creep of Reinforced Concrete Beams'dptimization and Fresented at l
ASCE Joint Specialty Conference on
)
Mon Linear Problems, Chicago, Illinois, April 1968.
15.
"Caep streets in Continuous Reinforced Concrete seams".
C.
A. Miller, Proceedings IABSE Sy=posium on Design of I
concrete Structures for Creep, Ghrinkage and Temperature Changes, September 1970.
1 16.
" Creep Deflection of Reinforced Concrete Beams", C. A.
i Miller and S.
A. Ouralnick, Proceedings ASCE, Journal of the Stiuctural Division, December 1970.
J i
17.
" Structure-Foundation Interaction of a Nuclear Power Plant with a Seismic Disturbance", C.
A. Miller and C. J.
I Costantino, Nuclear Engineering and Design, December 1970.
I j
18.
" Redistribution of Internal Forces in Concrete Beams as a Result of Creep",
Presented. at ACI annual meeting, March 1971.
l 19
" Seismic Analysis of Liquid Sodium 5'Lorage Tanks".
C.
A. Miller and C. J. Coscantino, Preceedings 5th World Conference on Barthquake Engineering, June 1973
[*
20.
j
" Rooking Effects in a Nuclear Power Plant Subjected to a Soissio Disturbance", C. A. Miller *and C. J. Costantino l
Froceedings 5th World Conference on Earthquake Engineerdng, j
June 1973 I
21.
" Influence of Soil-Structure Interaction Parameters on Floor Response Spectra", C. J. Costantino and C.
A. Miller, Proceedings 2nd Structural Mechanics in Reactor i
Technology Symposium, September 1973..
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- 1. 4 i
22.
" Mesh Size Criteria for Soil Amplification Studies",
C.J. Costantino, C. A. Hiller, and L. Lufrano, I
Proceedings 3rd Structural Mechanics in Reactor g
Technology symposium, September 1975
~
23 "Pacility Design Constraints for Combined Seismie and Thermal Loading". C. A. Miller and C.J. Costantino, Proceedings 3rd Structural Mechanics in Reactor Technology Symposium, September 1975 24.
"5611-Structure Interaction Parameters from Finite Element Analysis", C.J. Costantino, C. A.
Miller and L. Lufrano, Froceedings Conference on Extreme Load i
Conditions and Finite Analysis Procedure, September 1975 25 "Seisato Analysis", C. A. Miller and C.J. Costantino, Shock and Vibration Computer Programs, Reviews and Summaries, edited by W.
& B.
Pilkey, The Shock and Vibration Information Center, United States Department of Defense,1975.
i Societiest American Concrete Instituto American Society of Civil Engineers Chi Epsilon Sigma Xi e
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i Biosraphical Information l
l.
MARC. FING-CHUS. Senter Engineer Structural Analysis Group. Department of Nuclear Energy, Brookhaven National Laboratory, 'Jpton, XY.
Frofessor, Civil Engfacering Department. Polytechnic Institute of New York. Born March 10, 1920 Kimase, China, Citizenship, USA.
College Begrees 9
5., Eational Central University of China, 1943: M.S., University
- Illinois, 1948; Ph. D., Raiversity of 1111aofe, 1951.
Maior Fields of Yaterese Structural Mechanics.
Courses Yeught 1981 - 82 Academie Year CE 331 Steel Structuress CE 609 Natrix Analys.
of Structures I; CE 610 Matrix Analysis of structures 11; et 616 Finite Elements i
Me thod.
1 2
Professional Activities, Societies and Honors Frofessional ' Society Memberships: Acaricsa Society of Civil Engineers--rallow; American Contece 1mtitute--Member; Chinese f astitute at Engineers--Heaber, Setemological Society of America--haber; Earthquake Zagineering kasearch Iastitote--Mend >ey.
l l
Wonorary society Memberships:
Sigma X1, chi Epsilon.
l Fositions Held 1943-1947, Junior Engineer, China Bridge Company: 1950-51 Designer.
Asamou end Whitney, Nes Yorks 1951-1960, supervising Engineer, Seelye, Stevenson, Vals '
s Kaecht, New York 1960-1963, Associate Professor, Stevens lostitute, Noboken. Near Jersey; 1963-Pr es ent, Professor, Polytethnic Institute of New York.
Consultings The office of Irving Cantor, Consulting Engeneers Pubiications_s "Camposite Action of Concrete slab and Open Web Joists," by D. J. Maley and F. C.
Maag.
Engineering Journal. A.I.S.C.
Jaaaary 1967.
"Elastit-flaatic Analysta and Design of Flexible Arches,* by C. Granik, P.C. hat i
and S.F. Borg, Treas., Weer York Academy et Science, March 1967.
" Design and Analysis of Frames for Stability," by E. Switzky and F.C. Wang, f
Journal of Structural Diviolos, A.S.C.E., Vol. 94, No. ST4, April 1969.
- Volume Minimisation of Thia Plates Subjaet to Constraint," by E. Sharama and P.C. Waus.
Journst of Structural Division A.S.C.E., Vol. 97, EM3, June 1971.
" Minimum Weight Design of Finite Element Structures," by M. Cvitzky and F.C. Mang Journal of AIAA, Vol.12, No. 2, February 1974.
t "The Behavior of Reinforced Concrete Columns in Flat Plate Structurse,' by P.C.
E ng and Y.U. 1.is.
_ Reinforced Concrete Colunas. A.C.I. Publication SP-50, pp.119-133 1975.
~
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' Sab11 cations (continued):
" Critical Excitation and Respaase of Free Standing Chiensys," by F.C. Veng, W. (
Weg, R. Dremiek and J. Vallozzi.
Proccoding_s n_f t.h_e lacernscionsi Symposiva on Earthquake Structurai Engineering. August 19-21, 1976.
" Critical Seismic Excitation and Response of Structures,' hy F.C. Usng and R.
Drenick. Proceedings of the Sixth Wo_rld Conference of Earthquake Engineering, New
- Delhi, Jamsary 10-14, 1977.
~
j
" Asymptotic solution for Thermal Stress and Deforsation in Orthotropic Non-j homogenecue Shells of Revolution," 9. A. Tetta11oglu and P.C. Rang.
Third Inter-national Congress on Pressure Yessel, Tokyo. April 18-22, 1977.
~
" Transient Response of Orthotropic Plates," by F.C. Wang and A.Y. duBouchet. Revue Romaine Des Scionees Techniques. Mechanique Applique, Tome 22, No. 1, pp. 149-155, anea res t,., 1977.
" seismic As' essment of Righ-Rise Buildings," by F.C. Wang, Rudolf F. Drenick and W
- s Eng.
Journal of ' Engineering Mechanics Division, A.S.C.E.
EM2, April 1978.
j
" System Reliability Assessments Using Critical Excitations," by R.F. Drenick and F.C. Rang. The shock and vibration Digest.
Ye1. 10, No.
- 6. Jamsary 1978.
"Suheritical Excitation and Dynsaic Response of Structures in Frequency Domain,*
by A.M. Abdelrahaam, C.E. Yua and F.C. Usag.
Computers and Structures, Vol. 10, pp. 761-771, October 1978.
" Site-Dependent Critical Desiga Spectra," by F.C. Vang and C.B. Yus.,E_arthquake Eegineerina and structure.1 Dynamics, Vol. 7, pp. 569-578,1979.
" Effective Duration of seismic Acceleration and Occurrence of Naziana Responses,"
by W.T. Wag sad F.C. Wang, Wclear Engineering & Design, Yol.
32, March 1979.
"Along-Wind Guet Effect on Elevated Structures," by C.B. Tun, A.M. Abdelraham and F.C. Bang, Engineering structures. Yol.1, April 1979.
"Crittent Seismic Response of helaar Reactors." R.F. Drenick, F.C. Vang, C.B. Tum cad A.J. Philippscopoulos.
Transaction of the Sth International Conference on scruernemi Mechanics la Reactor Technology. Vol. 58/4, August 1979.
- Critical Response Spectra for Linear and ha-linear structures," hy P.C. has and A.J. Philippscopoulos.
Proceedings of the International Conference of Engineering for Protection from_ Matural Disasters." Bangkok, Thailand, January 1980.
1
" Critical Seisale Assessment of Lifeline Structures," by P.C. Wang and A.J.
Philippscepoolos.
Proceedings of the 7th World Conference in Earthquake Engineering, Istenbul, September 1980.
"Critiesl Seisside Response of helaar anactors," by R.F. Branick. F.C. Vang, C.B.
l Yun and A.J. Philipscopoules.
helaar Engineering and Design, 59 (1980) pp. 425-433.
I T
s Reportt3s b
" Discrete Systems Concepts in Civil Engineering Appliestions," Fart I and art II, by F.C. Va ng and J.F. Werner, Report to National Science Foundation. Under Grant CE-2546, 19 64.
"1terim of the Building Requirments of Reinforced Concrete." by P.C, Wang.
Sponsored by the Institute of Applied Technology Fetional Bureau of Standards. October 1965.
"A Study of Concrete Spelling Conditions of sidewalks, Center Halls and Eus Stop Armas," sponsored by Asphalt Freducts Association of Metropolitan New York, by F.C.
- Wang, 1969.
- Case Study of Critical Excitation and Essponse of Structuree," Interia Report to NSF, by F.C. hag, W. Vang and R.F. Drenick, under grant AE72-00219 A01, November 1975.
"Reviw of Methods and Criteria for Dynamic Co=bination in F1 ping Systems," by M.
Reich, F.C. hug, J. Curreri, 5. Nou and H. Coradia.
Report prepared for U.S. Nuclear Regulatory Caumies' ion, Marek 1980.
" Prediction of Earthquake Resistance of Structurne," by P.C. Vang.
Final Report tc usF under Craat No. PEE 76-14893 Jamsary 1989.
Textbooks:
"hmerical and Matriz Methods in Structural Mechanics,"
With app ication to l
Digital Computers,* John Wiley aad Sons, 1966.
Registraticas P.E., New York and New Jersaqr.
Honores M o's Who in America.
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9 kESUME
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PERSONAL DATA
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Name 4.J. Philippecapoulos Vane Address 11 Vernon St.. Farmingdale, NY 11735 Date and Place of Etrth July 18,1950 Greece.
E.s. Termanent lasident.
W ritial Status Karried.
One child ZDUCAT10W Doctor of Philosophy in Civil Engineering. Polytechnic Institute of New Yodt, 1
May 1960.
Ma;lor for doctorace: Civil Engineering. Minor for doctorates Applied Mechanics, Mathematics.
Ester of science in Civil Engineering, Polytechnic Institute of Brooklyn, Jana 1976.
p lachelor ed Science _ in Civil Engineering, Aristote11on University of Thessalonikig Scheel of Engineering, Jsme 1975 AWARD $
Research Fellowship Seafor Crede. Received during graduate studies at Polytechnic lastitute of New York.
Research grants sponsored by the National Science Foundettom.
I
{
MEMBERSEIFS i
t sigma X1, The Scientific Research_ Society of North America, Associate Member, May 1977.
American Society of Civil Engineers, Associate Member, November 1975.
l Technical Chamber of Creece, Member June 1975.
rRzstar EMPLovMzur f
2rookhaven National laboratory. Department of Nuclear Energy, Structural Analysia Didston, Upton, UT 11973. Positions Assoc. Scientist.
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r PUBLICATIONS j
I
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1.
"An Assessment of Soil-Ntructure Interactiou Effects Based on Simple Modela_", Philippscopoulos, A.J. and Hiller, C.M.,
7th International Conference on Structural Mechanies in teactor Technology, Chicago, IL.
Paper K10/3.
2.
"Eite-Structure Dependent Emeitations_**, Philippscopoolos, A.J., accepted.
for publication in the Journal of Nucinar Engineering and Design, February 1983.
3.
" Critical Seismic Assessment oif Life I.ine Structures _", Wang, P.C. sad Philippscopoulos, A.J., Proceedings of the 7th World Conference on Earth-quake Engineering,1stanbul, Turkey 1980, pp. 257-264.
l 4.
"Applicatina of Reduction Methods to Nuclear Power Flant Structures",
Miller, C.M. sad Philippscopoulos, A.J.. Report EUREG/CR-3074. prepared for the U.S. Nuclear Regulatory Co= mission, Cetober 1952.
5.
" Evaluation of simulta neous Action of Earthquake, toCA sad SEY en Mark III Containatat and nrywell structures". Ph111ppacopoulos. A.J. and Reich, M., 6th International Conference on Struervral Hechanics im Reactor Technology. Paris, France.1981, Fmper J 2/2.
6.
" Critical Seismic Besponse of Nuclear Resetors", Drgnick, R.F., Eang, P.C., Tan, C.R. and Philippscopoulos, A.J., ' Journal of Nuclear Enginesting and Design, Vol. 59, 1980, pp. 427-439.
7.
" Behavior of Basic soil-structure Interac_ tion Farmaeters",
Philippscopoulos, A.J., submitted to the American Society of Civil Engineens for review sad possible publication in the Joernal of the i
Engineering Medianics Division, December 1982.
8.
"Evolustion of Concured Peak Besponses_", Wang, P.C., Carreri, J., Shoonsa.
M., Wang, T.E., Philippacopoulos, A.J., Reich, H. and Subudhi, M., Report NuREC/CE-2685, prepared for the U.S. Nucisse Regulatory Commission, May 1982.
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PUBLICATIONS (Cont'd)
}
9.
"vertica _Sof_1-structure _Intera_ction Effects" Ph11typaeopoulos, A.J.,
websitted for the 8th World Conference on Earthquake Engineerins.
$an Francisco, Califerate.
- 10.
- Critical unsponse spectra _for Linear and Nonlinear scruetar e_s_", Wang, P.C. and Philippscopostos, A.J.,
international conferapes for Protection frem Natural Disasters, Asies lastitute of Technology, Reagkok,1960, pp., 427-435.
- 11. " ABS. SRSS and CDF Response combination Evaluations for Mark III Containment and Drywell Structures". Yhilippscopoulos, A-J., Report MUEEC/CE-1980, prepared for the Wieclear Regulatory Cocaission, June 1982.
- 12.
- Errors Resulties from Re_ duction _Methode*, N411=r C.M. and Philippscopoulos, A.J., 7th International Conference om Structural Mechanics in Rosetor Technology, Chicago, IL, Fsper K 3/4
- 13. *1mese Scale Polymer Concrete Vessels _for the Direct Utilisation of Geotheresi Processes", Philippscopoulos, A.J., Eoplik, 5.. and Reich,
&, Report ANL-29027 August 1980.
- 14. " Probability Based Imad criteria for the Desies of helear Structuress A, Critical Review of the State-ef-_the-Art _", Shinesehe. W., Ellingwood, 5.R., Wang. P.C., Meyer, C., Wee,1.E., Eme, s., Shoomas, M.L. and Philippscopoules, A.J., Report EUREG/CR-1979 prepared for the U.S.
thaclear Megu3mteer Canutestem. April 1981.
4
- 15. *Bish soti-Structure Dampias Combined with Low steueterst Dampina",
W113er, C.M., Costanties, C.J., sad Philippesopewies, A.J., 7th Internatiemm1 Coeferesse os structural Hechanics in Rosetor Technology, Chices*, IL-i l
- 16.
- Review of 1.osd Combinscions for 5555 and BOP 71 ping and Equipment of Mark. III Flants", Philippscopoulos, A.J., Reich, M., and Wang, P.C.
Report MatEC/CR-2686, prepared for the U.S. Nuclear Regulatory Ceemissies, Hey 1982.
l
am.g
PUBLICATIONS (Coat'd)
[
Z
- 17. "Destas of Prestrassed Polymer Concrete vessels for Use la Ceothermal,
Power FIante", Kop11k, 5.. Ph111ppscopoulos. A.J. and Reich. &, Repdra /
BEL-31127. Febasary 1982.
- 15. br Bound Floor Response Spectra", Philippscopoulos. A.J., Vang, P.C.,
M113er, c.L and Reich, L, subutsced for the 8th World Conference om Earthquake Engineering, San Trancisco, California.
- 19. "Independen_t_ Seismic Evaluation of the Diablo Canyon Unit 1 Contai====t Annulus Structure and Selected Piping Systems", Philippscopoulos, A.J.,
Refeh, M., Besler, P., Miller, C.M., Vana. Y.L. Eubodhi, M., Ehterngart,
$. and Brows, F., Report MUREG/CE-1834, prepared for the U.S. Euclear ResuIntory Commission. August 1982.
2
- 20. "Frediction of Rarthquake Resistance of _Structuree'. Wang, F.C. with contributions from Philippacopoulos, A.J., Polytechnic Institute of New Tottt, Final Report to NSF, Cramt Wo. FFR 76-14893, January 1980.
- 21. " Dynamic Combins.. toes for Mark II Containment Structures",
Philippscopoulos, A.J. and Reich. L, Report NUEEC/CE-2039 prepared for the US. Nuclear Regulatory Camaission, June 1982
- 22. " Statistically Evaluated Critical Reseomse $pectre", Wang, P.C., and Philippscopoeles, A.J.,
subattted for the 8th World Conference om l
Earttagenke Regineering, Sea Treatieco, California.
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Morrin Re19h Mead, Structural Ane3ysis Division
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,po71tions Department of Nuclear Energy
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J Brookhaven En*ionel Laboratory f
t special Fields 3 Over twenty years of extensive management experi-I ence la the utilisation and devlopment of nuclear i
energy systems and related technology: Some of the 1 1:cas worked os facJudes; structurai design and safeti evaluations of fission, advanced fission, fusion enaccorn, geothaumai and conventional power plants, i
coal zine tunnels, underground support systems, ecum- =
ples radar suoport systems, and bridge ana highway servetures; extensive work in the developarac of j
structural finita element techula,ues, fracture rechanics technieves, and dynamic response anthods; a
recess work inchdee development af risk and re-liability analysis methods for design of engineerius *
. m etures a.4.y.te...
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Member - Editorial Board of Journal of Nuclear j
f Engineerias and Desien. North Rolland Publishing 4
Company.
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Consultant - Advisory Committee en Reactor
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Safetuseds WCRS) of the United States Laclear
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Regulatory Commissios, 1977 - 79.
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Maard Member of the International Association for Structural Mechanice la Reactor Technology.
i Division /Seesten Chatrass i
cad /or Imritad speaker Chairman see Invited Speaker - !susion - M$,
l Structural systems /Componsac Reliability, 7th i'
International Conference on Structural Mechanics la Reactor Technology, Chicago, IL,1983.
I levith Speaker - Session - M7, Proba)ilistic Risk Assessmeat, 7th laternettomal Conference on Structural Medientes in Reactor Tenhoology, Chicagu, l IL. 1983.
Civision Chairman - 5th International Conference ou sermetural Mechsaics in Reacter Teehoology. herIlm, j Germour. 1979.
Chaimman Session - (E3) structwes! Analysis of Fre-I' Stressed Concrete Reseter Yassela II, 4th Interne-i tional Conferesca es structural Meehanics in Reactor:
Technology, San Francisco. CA, August, 1977.
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Morrio Reich t
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Division / Session Chaimasa Co-chaltuan - Structural Dynamics II, Intsraational cad /or Invited Speaker (Cont'd)
Monting on Fast Reactor Safety and Related Physics, f
American Nue1 mar Society and European Society, i
Chic =gs, IL, cetsber 1976.
{
4 Invited speaksr - Structural Probisms of Fusion Powerf Session NF. Ath International Conference on Structured Mechanics in Reactor Technology, San Francisco, CA, L
August 1977.
Invited Speaker - Safety Considerations af PCRV's A=mrican Nuclear Sociscy Meeting, suu Francisco, CA, Invenbar 1975.
s y.dited; Special Issue on Fusion, Yol. 5s, (1980),
j Nuclear Engineering and Design, North Bolland i
Publishing Company, Amsterdam, Netherlands.
E l
Edited 3 Structural Analysis Needs for Magnetic Fusiont Energy Superconducting Magnets, pubitehed by ERDA.
j Cow-760984-1976.
=
Educations etty Collage of New York, 3.5.M.E., June 1961 Ciry CoIInge of New York, W.5.H.E., June 1963 i
1 Polytechnic Institute of Brodtlyn, Nechanical
}
tagineering, Jssia 1972 j
Pulytechnic Instituto of Brooklyn, Nadianical f
Engineering, Ph.D., Summer 1974 7
Br. Reich.$sined Brookhaven National Laboratory in 1962 as a mester of the k
- Mechaminal Engineering Division. Ein early assignments included project work at the
{
' newly des 13aed Eish Flux Beam Reactor (IFBR).
- Engineer of the Pulsed Fast Rector Frejset.
T.atar, he was appointed Qaief Mechanica23 since forming the structural Analyste Group (about paves years ago), he has iperticipated and directed a host of activities for the Noelmer Regulatory Commissies 1
(R2C), the Departseat of Energy (DOE - formerly EEDA), the Federal Righway Adminstre-
' ties, the U.S. Buream af Nimes, the Offies of Ea21me Mater sad the Departammt of iDefense.
As Need of the Structural Analysis Croup, he supervisee Senior Engineers and
{ scientists in the developsmat. of complex structural analysis and probabilistic methods I cat their applicaties to evaluations of structural components and systems used in j water-aoled reactors (LUE's and BWR's). Liquid Metal Fast Breeder Reseters (IMrBE's),
} Migh Temperature Cas-Cooled Reseters (BTUR'5), sad Centro 11ed Thermonuelaar Resetors (CEE's). Itis activittee involving ovstustions of static, dynamie, elastic, elastic-
! plastic sum 11. mad largo deformations, as well as large strains, liner and ductile g
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Morrio Raich_
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f racture anchantes, creep, fatigue, creep-fatigue interaction, linear and nonlinear seismic response, soil structure interaction, and combined structural probabilistic i
cualysis, etc. for reactor vesseis, steam senerators, piping systems, core and core components. prostressed concrete Tosctor vessels (PCET's), containment structures, fusion magnet structures and systems, hIanket, and other genersi power plant components cre well documented in literature.
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Similarly, he has participated and directed research for the Bureau of Mines, dealing with the design and evaluation of coal mine underground support systems, and development methods and the structural response evaluation of anistrepic layered meding has worked on vartaus schemes for new types of desaliniention plants for the Office of saline Water; has participated to structural evaluatione and designs involving new hl,ghway bridge-decks airport runways, and general bridge designs utilizing prestressed and/or post-te'asioned polymer concrete for the Federal Highway Administration: deveJ ope cod designed equipment for seethensal power plant use for Deparment of Energy; evaluete various sophisticated equipment for Department of Defense.
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1.
Analysis of Bridge Decks Using Poly-Impregnated Concrete", M. Reich and
- 3. Eoplik, Pub. 5F. 40, American Concrete Inst. (AC1) 1973.
2.
" Finite-Element Analysis of Stametural Response of Superconduering Magnets for a Fusion Reactor *, M. Reich, T.T. Chang, S. Frachuktas and J. Powell, Paper M 2/9, presented at ths= 3rd International Conference on Structural Mechanics im Rosetor rechnology, London, England, Sept. 1975.
3.
4etersdnation of Burst Pressures for Cracked Steam Generator Tubes",
M. Reich and T.T. Chang, ASME Paper 77 FVF-31. presented at the A5ME Energy Tech. Conf., Hous ton, TE, Sept. 1977 4.
7aelastic Analysis of Finite Length and Depth Cracked Tubes Paper",
M. Reich,'.S. Frachuktaa and D. Gardner, Fmper F 7/4, presented at the 4th latl. Conf.'. of structural Mechanica in unsetor Technology, San Francisco.
CA, Aug.1977.
5.
"Three-Dimensional Menlinear Failure Analysis for PCRV's and Contaisusent structures", M. Reich and J.J. Connor, Paper R 2/1, presented at the 4th laternatiomal Coef. em Structural Mechanics in Reactor Technology, San Franciscop, CA, Aug. 1977.
6.
"Effect of Clearance and Distribution of Mass on the Dynamic Response of am M1GR Core". M. Reich and R. Replik, Paper K //3. presented at the Ath Intern tional Conf. em Structural Mechsales in Reactor Technology, saa reancisco, CA. Aug.1977.
7.
"struer sral Aspects of Superconductivity Fusion Magnets", H. Refeh, J. Imhner and J. Feuel.1, Paper 1.55, presented at the World Electrotech-nical Congress, Noecow, ussr. June 1977.
8.
"Cyclie Behavior of seised Steam Generator habes", M. Reich and S.
Prachaktam, AsME/CSME Vessel and Piping conference, Montreal, Canada, June 1978.
9.
" Failure Analysis of Steam Cenerator Tubes la Bested sad Wastage l
Configuration", M. Reich, S. Frachuktas and T.T. Chang, Journal of I
Fressiere vessel Technology Trans. AENE, Vol.100, No. 4,1978.
10.
"Campilaties of References, Data sources and Asalysis Nethods for LMrst Primary Piping System Camponents, M. Reich sad E.F. Easterger, Nuclear l
Engineering sad Deafga, Tel. 50, No. 2, Got. 1978.
I 11.
"Applicattom of Fracture Mechanics Nethods is safety Analysis of Piping Camponents is subcreep and Creep Regions", M. Reich, E.P. Emmterger, E.G. 3111oom, R. Erdossa, T.F.C. Spence sad C. Wells, Nuclear Engineering and Design, Vol. 51, No. 2, Jan. 1979.
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Journal Publications (Coat'd) 12.
" Concepts for Benchnerk Problem Developumat for Fracture Mechanics Application la safety Evaluation of Nuclear Pipirig in Sub-Creep Service". M. Reich and E.P. Eastergar, Euclear Engineering and Design, Vol. 51, No. 2 Jasmsary 1979.
13.
' Nonlinear Response to Mts1tiple Decaying Sine Waves", S. Kop11k, M.
Reich and J. Carreri, Paper M10/7, presented at the 5th International conference on Structural Methanies to Reetter Technology, Berlin. August 1979.
14.
" Existing and Future $tructural Analysis Techniques and Their Application to superconducting negnete", M. Reich, N2/1-1, presented at the 5th Internationa1 Conference on Structural Mechanics in Reactor Technology, Berlim, Aug,ust 1979.
15.
"Cesarie structural Mechanics Aspects of Fusion Magnet Systems", M. Reich and J.R. Powell, Nuclear Engineering and Design, Vol. 58 No. 2,1980.
"Non-11meer Dynamic Response of a Multi-Mass System with Caps", M. Reich, 16.
and 3. Xeplik, presented paper at the 4 7th shock and Vibration Sympo-sies, A11maquergne, N.M., October 1974.
17.
" Reliability Assessumut of Kuclear Structural Systems". M. Reich, and E.
Mwang, Paper N/3/1. presented at the 7th International Conference on Structural Wechanica in Rosetor Technology Chicago, IL, August 1983.
13.
"The Brookhaves Eigh Fluz Beam Reactor Fast Copper Facility", R.E. Chrten and M. Eeich, Nuclear Instruments and Methods, Ye1. 53, No. 1, pp.95-107, 1947.
19.
" Assessment of Noa11aear Structural Flaite Elemmat Program KONSAP for Isolastia Analysis". T.T. Changf S. Prachuktum and M. Reich, ASME paper 77-FYF-10, A38E EnergF Conference, Neustos, Texas. September 1977.
20.
"Three-Diamasteast Imelaatic Evelmetion of Centre 11ed Magnetic Raeton Energy Reactor Magnet", J.1,ehmer, M. Reich and J. Powell, Faper L5/4, presented at the 4th International Conference on Structural Mechanics la Beactor Tediaology, San Francisco, CA, August 1977.,
" Won 11 amer Analysis of a Superconducting Magnet of a Fusion Reactor",
11.
T.Y. Chang, E. Suseki and M. Reich, Paper L3/3, presented at the 4th Yaternatteesi Conference na structural Mechanics in Reacter Technology, j
Bam Freaciseo, CA, Augiset 1971.
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"5efety and Beliability Aspects of superconducting Magnets for Thermo-auslear Power Reactors", J. Powell, 8.Y. Esteh and M. Reich. Paper 1.54 sted at the world Electrotechnical Congress, Moscow, U35R, June
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" Failure Ai'alysis af-Liws with Vartages*, S. Frachuktas, M. Reich and J. Ragan. A!N. Japyt 79-FVP-113, p%esented at the Fressure Vessel and Piping Coriference,'sCyn Yrancisco CA, June 1979.
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"A Pinite Metene kods1 for Elastic and Slip Responses et Fusion Magnets",.',?.T. Chang awt W. Refeh. Journal of Pressure Yessel Technology, Vol.,102,MaYitt80.
23.
"A Three Dimensiona1\\ Test Program for Nonlinear Ishavior of an HTCE Cere", J. Curreri, M. psich,. E. Xoplik, P. Besler and M. Subudhi. Paper R12/1, presented, st'the5th International Conference on Structural Machanics in Reactee Technology. 3erlin. August 1979.
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"A Review of strucctsral Nectuante.s Aspects of Fusion Blankets", J.R.
Powell and M. Reieb, Nue2 max Engineering and Design, Vol. 58, No. 2, l 2 530. '
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' Finite Element Based Esoden Tibration Analysis of Noelmer Structures
- 27..
Under setelmies Ioading*, T.,'Odoo, M. Shinernka, R. Nusas, and M. Reich.
teNr E' 7/2, presented at,the 7th Interraattoont Ccaference on Structural Mechanfetin. Rametor Technof usy, Chicago, IL, August 1983.
- 23. "*Dowlopanic of a Reliabilit:y /.salysis,ilethod' fu Category 1 Structures *,
M. shir.oemts, T. Kake. E. 3 Mag, cad M. Reich, Paper W5/3, presented at t%e 7th Intersutiona5 Covaforesee on Structural Hechanics in Reactor Tech-moles 7, Chicagd, 71.. Ae.g;f et 19@G.
"Istiastl4a at',Structursk(
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29 Pelinbility Under Ccubined Loads". M.
Ehistastas, T.' Itaho. 3.' Wegg', P. Dog sind M. Reich, Paper M 2/3 pr e=
suaseat.at.the 7th Isv.nuJefecal CoM=mnta on Structural Mechanics in 74WetAr Techselegy',' Chthage', IL; 1993. -
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" Case *%T Tectsmology 'iss NAan Este.cor Eusearch". T.Y. Chana. R. Suzuki and h P>nichg Me; Pek15 cationf PfP n-431,1978.
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- Tbc. usual and' fleevetural Design Asoc<ta of usat T.mperature slankets for hasica ETE Thel Productf.of. J.S. Joud11.'J.A. Tillo and M. Reich, Paper 3-2/4d )teseitendqe th i eLV tur.trnational Conference on Structural 1:echamisq fra Es aetit' Tashaology. Parts. Trasce, Auguat 1981.
j 32.
"Rarielwatles of Comewreat Peak Respoinses", P.C. Vang,' J. Curreri, and M.
f Reich, Paper M/ 2/4, prenanted at the 7th Jo2ernational Confereses on Streeteral Mec,hanies in Reactor Technolost, Chicago, IL, August 1983.
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,s m/ r Selected ERC and DOE Reports jf r-l l
1.
" Integrity of IMFBR Frimary Flying A Freliminary Evaluation *, Part 13 J.C.Y. Chow, Part 11. N. Reich September 1974. Report No. BNL/FES-74-1.
2.
- Elmette med Imelastle Methods of Piping Systes Analysist A Primary Revient", M. Reich and E. Esscorger, February 1973, Report No. SNL-19765.
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"Froceedings of the workshop on Structural Analysis Neede for Naanetic i
Fusion Emersy Superconducting Magnete - A Technical Assessment", M.
Beieb, J. Zahaar, J. Powell and P. Basler, Ida., held at SNL, September 1976; Report No. CONF-760984.
4.
"F1 ping 3'enchmark Froh2mme, Dynamie Analysis Uniform Support Noties Response spectrum Method". F. Bealer. M. Eartaans and M. Reich. August j
1980, Report No. NUREG/CE-1677.
3.
"seismie Revient Table", M. Subudhi, N. Reich. 5. Kaplik and J. Lane, April 1980, Report No. NUREC/CE-1429.
6.
"Probebilfty Based Imad Criteria for Desige of Nuclear Structures:
A i
Criti.,1 Review of the State of the Art". M. Reich, R. Busas, Eds.,
Najor Contributors. N. Shinosuka, B. Ellingwood, Contributors. F.C.
Wang, C. Meyer, Y.K. Wee, S. Kao, M.L. Shooses and A.J. Philippacopoulas, February 1981 Report No. NUREC/CR-1979.
7.
"Drassic Comhtmations for Mark II containment structures". A.J.
Philippscopoulos sad M. Reich, February 1981, Report No. NUREG/CE-2039.
5.
" Evaluation of Concorrent Feak Response". F.C. Vaag, J. Currer1. M.
Shoomme, T.E. Unas. A.J. Philippscopoulos, N. Reich and M. subudhi, May 1981, napart No. stutte/CR-2685.
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"Reviaur of Lead Combinettees for if555 and 30F Fiping sad Equipment of Marte III F2sats*, A.J. Philippscopoulos. M. Reich and F.C. has. May 1982, Beport No. NMES/CR-26SG.
10.
" Independent Setemic Evaluation of the Diable Caerea Unit 1 Contatimmest j
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Aman 3ms Structure and Selected Pising Systeam", A.J, Phi 31ppecopoulos, M. Reich, F. Beeler, C. Miller,1.E. Wang, M. Subudhi, 5. Shteyesert and 4
F. Broma, June 1982, Report No. NL5 LEG /CE-2836.
11.
"Failwe Evaluatica of a Retaforced Concrete Mark III Containment Struc-ture Under Uniform Presswe*, S. Sharms. H. Reich, T.Y. Chang sad S.
Sheeyegart, september 1982, Report No. NUREG/CE-1967.
12.
" Reliability Assessemat of Retadorced Cescrete Containamat Structures",
E. Evang, F. Brews sad M. Reich, February 1983, Report No. NMEG/CR-3227.
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I 13.
"ProbabilistJe Models fote Materials ;Jaed in a Reinforced Concrete Con-Lainment", M. theeng, S. *<au and M. Reich. september 1982. Report No.
NUREC/CR-M41.
14.
" Seismic sad Dynamic Qualification of Safety Related Electrical and Machspical Equipment in Operating Nuclasr Feuer Plants". J. Curreri, C. Costantino, M. Reich and ' A.J. Th131opacopoulos, April 1983, Report No. WW.EC/CR-)266.
15.
"Revier of Current Analysis Methodology for. Reinforced Concrete Strue-tural Evaluations", s. Sharms, M. Reich and T.T. Chang. April 1983. will be published as a NUREC Repotc.
16.
- Probab*.listic Models for Operational and Accidental Loads on Seismic Category 1 Structures". R. Huana. F.C. Wang and M. Reich, April 1983, wi13. be published as a NUREG Report.
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