ML20062E871

Forwards List of Publications & Rev Qualifications Sheet Omitted from 780927 Staff'S Response to Intervenor'S Interrog

ML20062E871
Person / Time
Site:	Diablo Canyon
Issue date:	11/21/1978
From:	Ketchen E NRC OFFICE OF THE EXECUTIVE LEGAL DIRECTOR (OELD)
To:	Fleischaker D AFFILIATION NOT ASSIGNED
References
NUDOCS 7812130146
Download: ML20062E871 (22)

Text

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[h'n etc p* UNIT ED STATES l

. ' t.S 4 NIJCLEAR REGULATORY COMMisSICN

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)J' 4f WASHINGTON, D. C. 20555 gGY

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• • • • • NovembeNEl,"1978 s, ~ ,. d.1 m

David F. Fleischaker, Esq. .

2:)

1025 15th Street,l1.W. .if ^ .  ;--I w8 '/

5th Floor '?

Washington, D. C. 20005

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In the Matter of Pacific Gas and Electric Company.

(Diablo Canyon Nuclear Power Plant, Units flos.1 and 2)

Docket Hos. 50-275 0.L. and 50-323 0.L.

Dear Mr. Fleischaker:

Enclosed are lists of publications for Dr. New:, ark and Dr. Stepp and a revised qualification sheet for Dr. Kuo showing sone additional publications.

As you will recall, these were omitted from the Staff's responsc to the Intervenor's interrogatories dated September 27, 1978.

tfe will send Mr. McKeown's qualification information and ffr. Devine's .

list of publications shortly.

Sincerely,

- .' ' .mz . .

. C,. T. ::. ;~~

Edward G. Ketchen Counsel for NRC Staff Enclosure as stated cc (w/ encl.):

Elizabeth S. Bowers, Esq.

Mr. Glenn 0. Bright l

Dr. Ililliam E. Martin Philip A. Crane, Jr., Esq. Bruce Norton, Esq.

Mrs. Elizabeth Apfelberg Atenic Safety & Licensing Beard Panel Mrs. Raye Fleming Atcmic Safety & Licensing Aopeal Panel Mr. Frederick Eissler Occketing and Service Secticn Mrs. Sandra A. Silver "r. Garden Silver Richard Hubbard Paul C. Valentine, Esq.

Yale I. Jones, Esq.

Jchn R. Phillips, Ecq. .

Arthur C.'Gehr, Esq.

Janice E. Kerr, Esq.

Mr. James 0. Schuyler 3.

Mr. John ilarrs 4 /

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Nathan M. Newmark

1. N. M. Newmark, "A Study of Patterns of Abutment Movements In an Arch Dam Correspoeding to Sore Simple Patterns of Abutment Thrus ts," Technical Memorandum, U. S. Bureau of Reclamation, June 1931.

2. W. M. Vilson and N. M. Newmark, "The Str en[ th of Thin Cylindrical Shells as Columns ," Ill . Eng. Exp. Sta. Bull. 255, (45 pp.),1933 3 N. M. Newmark, " Interaction Between Rib and Superstructure in Concrete Arch Bridges," Univ.' of Ill. Doctoral Dissertation, Printed Abstract, (12 pp.),1934. .

4. F. E. Richart and N. M. Newmark, "The Strength of Monolithic Concrete Val ls ," Ill . Eng. Exp. Sta. Bull. 277, (34 pp.),-1935.

5 N. M. Newmark, " Simplified Computation of Vertical Pressures in Elastic Foundations," Ill. Eng. Exp. Sta. Chr. 24, (19 pp.),1935.

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6. N. M. Newmark and R. E. Copeland, " Structural and Economic Studies of Monol i th ic Concrete Wall s f or Dwelli ngs ," Proceedings , ACI, Vol . 31, pp. 478-498, 1935 7 N. M. Newmark, Discussion of " Analysis of Multiple Arches," by Alexander Hrennikoff, Proceedirgs ASCE, Vol. 61, No. 5, pp. 724-726, 1935 Also, Transact ions , ASCE, Vol . 101, pp. 407 610, 1936.

8. N. M. Newmark, "A Half Century of Progress. in Foundation Theory," Ill.

Soc. of Eng. Golden Jubilee Souvenir Program, pp. 144-152, January 1936.

9 N. M. Newmark and R. E. Ccpeland, " Review of Strength Tests on Monolithic Concrete Walls for Residences," Concrete, Vol. 44, No. 2, pp. 13-14, Feb. 1936.

2 10. N. M. Newmark, Discuss ten of "Distribut ion of Stresses Under a Foundation,"

by A. E. Cummings, Proceedings, ASCE, Vol. 62, No. 4, pp. 536-541, 1936.

Also Transactions, ASCE, Vol. 101, pp. 1115-1117, 1936.

11. N. M. Newmark, Discuss ion of "The Relation of Analys is to Structural Des ign," by Hardy Cros s , Proceedings , ASCE, Vol . 62, No. 4, pp. 536-551, 1936. Also Transactions , ASCE, Vol . 101, pp. 1395-lh00, 1936.

12. N. M. Newmark, " Interaction Between Rib and Superstructure in Concrete Arch Bridges," Preceedings ASCE, Vol. 62. No. 7, po. 1043-106I, 1936.

Author's Closure to Discussion, vol. 6h, No. 2, pp. 341-353, 1938.

Also Transactions , ASCE, Vol . 103, op. 62-88, (with d iscuss iors),1933.

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13. N. M. Newmark, Discuss ion of " Graphical Distribution of Vert ical Pressure Beneath Foundations," by Donald M. Burmister, Proceedings, ASCE, Vol. 63, 6, pp. 1098-1101, 1937 Also, Transact ions, ASCE, Vol. 103, r.o . 321-324, 1938.

14 N. M. Newmark, "Es t imat ing Earth Press ures ," Eng ineering News-Record, Vol. 120, No. 1, pp. 23-24, 1938.

15. N. M. Newmark, Discussion of "A Simple Method 6 r the Computation of Tempe ra tures in Concrete Structures," by Roy V. Carlson, Proceedings, ACI, Vol. 34, pp. 104-1 to 104-4, 1938.

16. N. M. Newmark, Discuss ion of "A F. educt ion Method for the Anal ys is of Continuous Beams and Open Fraces ," by Miklos Hetenyi, Proceedings, ACI, Vol. 34, pp. 364-4 to 364-5, 1938.

17. N. M. Newmark, "A Distribution Procedure for the Analys is of Slabs Continuous Over Flexible Beams,9 Il l . Eng. Exp. Sta. Bull. 304, (118 pp.),

1938. -

18. N. M. Newmark, Review of " Die Knickfestigkeit von Staben und Stabwerken,"

4 by Julius Ratzersdorfer, Journal of Applied Mechanics, Vol. d, No. 1, pp. A-47 to A-48, March 1939 I

19 N. M. Newmark and Henry A. Lepper, Jr. , " Tests of Plas ter-Mcdel Slabs Subjected to Concentrated Leads," Ill . Eng. Exp. Sta. Bull. 313, (53 pp. ),1939 .

20. N. M. Newmark, " Stress Dis:ribution in Soils," Proceedings, Conference on Soil Mechanics and its Applications, Purdue University, pp. 295-303,

' September 1940,

21. N. M. Newmark, "What Do Ve Knew About Corcrete Slabs," Civil Engineering, Vol. 10, No. 9, pp. 559-562, 1940.

l 22. N. M. Newmark, " Note en Calculation of Influence Surf aces in Plates by Use of Dif ference Equations," Journal of Apolied Mechanics, Vol. 8, No. 2, p. A-52, June 1941,

23. N. 'M. Newmark and C. P. Siess , " Moments in I-Beam Br idges ," Ill . Eng. Exp.

Sta. Bull . 336, (150 pp. ),1942.

24. N. M. Newmark, " Numerical Precedures for Comcuting Deflections, Pom:nts, and Buckl ing Loads ," Proceedi r.gs , ASCE, Vol . 68, No. 5, pp. 691-718, Pay 19h2. Also. Reprint No. 23, Univ. of Ill . Eng. Exp. Sta., (28 pp.), 19L2.

l 25. N. M. Newmark, " Influence Charts for Computation of Stresses in Elastic Foundat ions ," L11. Eng. Exa. Sta. Bull . 338, (28 po. ) , 19L2. ,

26. N. M. Newmark and C. P. Siess, " Design of Slab and Stringer Highway Bridges," Public Roads, Vol. 23, No. 7, pp. 157-164, January, Februa ry, March 1943.

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27 H. M. Newmark, " Numerical Procedure for Computing Deflections, Moments, and Buck l ing Loads ," Transact ions , ASCE, Vol . 108, (1963), pp. 1161-1234

28. N. M. Newmark, Discussion of " Effects of Radiant Heat on Reinforced Concrete Rigid Frames," by Milan A. Johnston, Proceed ings , ASCE, Vol . 71, No. 9, pp. 1431-1433, 1945.

0 29 N. M. Newmark, C. P. Siess, and R. R. Penman, " Studies of Slab and Beam Highway Bridges, Part I, Tes ts of Simple-Span Right I-Beam Bridges ,"

Univ. of Ill. Eng. Exp. Sta. Bull. 363, (132 pp.) 1966.

30. F. E. Richart and N. M. Newmark, " Impact Tes ts of Reinforced Concrete '

Beams ," NDRC Report No. A-125,1942, (41 pp.)

31. N. M. Newma rk a nd F. E. R icha r t , " Impact Tests of Reinforced Concrete Eeans , II," NDRC Repor t No. A-213, (77 pp. ), 1943.

32. N. M. Newmark, " Aerodynamics and; Aircraf t Des ign; Part III, Aircraft Materials and Structures," pp. 101-116, Report of AAF Scientific -

Advisory Group, published May 1946, by HQ Air Materiel Command, Wright Field, Dayton, Chlo.

33. N. M. Newmark, "Explos ives and Terminal Ballist ics ; Part III, Terminal Ballist ics and Des tructive Ef fects," pp. 61-78, Report of AAF Scient if ic Advisory Grcup, published May 1946 by HQ Air Materiel Command, Wright Field, Dayton, Ohio.

34. N. M. Newmark, " Influence Charts for Computation of Vertical Displacements in Elas t ic Founda t ions ," Univ. of Ill . Eng. Exp. Sta. Bul l . 367, (11 - pp. ) ,

1947 35 C. P. Siess and N. M. Newmark, Discuss ion of " Reinforced Concrete Columns Under Combined Comoress ion and Sending," by H. E. Wessman, Proceedings ACI, vol. 43, pp. 8-1 to 8-3, 1947.

36. N. M. Newmark, C. P. Siess, and W. M. Packham, " Studies of Slab and Beam Highway Bridges, Part II, Tests of Simple-Spen Shew I-Seam Br idges ,"

Univ. of Ill. Eng. Exp. Sta. Bull . 375, (60 pp. ),19L8.

37 E. C. Col in, Jr. , and N. M. Newmarn, "A Numerical Solution for the Tors ion of Hollow Section:," Journal of Applied Mechanics, Vol. 14, No. 4, pp. A313-315, December 19h7

38. H. M. New ark, "Ces ign of I-Beam Eridges , Highway Bridge Floors, A i

Symposium," Proceecings, ASCE, Vol. 7h, No. 3, pp. 303-330, taaren 19hS.

39 W. H. Bruckner and N. M. Newmark, " Axial Tension Impact Tests of Structural Steels," The Welding Jcurnal, Vol. 28, No. 2, Research ,

Supplement, pp. 67s-88s, February 1969 i

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40. C. P. Siess and N. M. Newmark, " Rat ional Analys is and Des ign of Two-Way Concrete Stabs," Journal American Concrete Institute, Vol. 20, No. 4,_

pp. 273-315, December 1968.

41. F. E. Richart, Jr , and N. M. Newmark, "An Hypothes is for the Determination of Cumulative Damage in Fatigue," Proceedings, ASTM, Vol. 48, pp. 767-798, 1948.

42. N. M. Newmark, " Numerical Methods of Analys is of Bars, Plates, and Elastic Bodies," Chapter 9, Numerical Methods of Analysis in Engineering, edited by L. E. Grinter, The McMillan Company, New York, pp. 138-168, 1949

43. N. M. Newmark, "A Simple Approximate Formula for Effective End-Fixity of Columns ," Journal of the Aeronaut ical Sciences , Vol.16, No. 2, p. 116, February 1949.

44 N. M. Newmark, Review of " Soil Me,chanics in Engineering Practice," by K. Terzaghi and R. B. Peck, Jcurnal of Applied Mechanics, Vol.16, No. 1, ,

p. 107, March 1949

45. N. M. Newmark, Review of " Buckling of Curved Sheet in Compression and Its Relation to the Secant Modul us ," by E. H. Schuette, Journal of Aeronaut ical Sciences , Vol . 15, No. 5, p. 262, May 1948.

46. F. E. Richart, N. M. Newmark, and C. P. Siess, " Design of I-Beam Bridges, Highway Bridge Floors, A Sympos ium," Transactions, ASCE, Vol. 114, pp. 979-1072, 1969

47. W. H. Bruckner and N. M. Newmark, " Axial Tens ion Impact Tests of Struc tural 5teels," The Welding Journal, Vol. 29, No. 4, Research Supplement, pp.

212-216, April 1950.

48. C. P. Siess and N. M. Newmark, "Poments in Two-Way Cor. crete Floor

! Slabs," Univ. of Ill. Eng. Exo. Sta. Bull. 385, (124 pp.) February 1950.

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49. M. L. Gossard, C. P. Sies s , N. M. Newmark, and L. E. Goodman, " Studies of Highway Skew Slab-Bridges with Curbs, Part II: Laboratory Tests,"

Univ. of Ill . Eng. Exp. Sta. Sull . 386, (80 pp. ), February 1950,

50. N. M. Newmark and C. P. Siess , " Proposed Des ign Spec! G cat ions for T e-Way F1cor Slabs," Journal of the American Concrete Ins t i t u te , Vol . 11, No. 8, pp. 597-607, April 1950. (Proceedings ACI, Vol. L6, 1950).

51. C. P. Sies: and N. M. Newmark, Clos ing d iscuss ina of pacer on " Rational Analys is and Des ign of Two-Way Ccccrete Slabs," Jourral of the American Concrete Institute, Vol . 21, No. 4, pp. 316-4, 5, Decamber 19L9 Also, Proceeding,s, ACI, Vol. 45, 19L9

52. N. M. Newmark and C. P. Siess, Authors closing discussion to paper on "Preposed Des ign Specifications for Two-Way Ficor Slabs ," Journal of the American Concrete Ins t i tute, pp. 609-5-8, December 1950.

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i 53 N. M. Newmark, " Methods of Analys is for Structures Subjected to Dynamic Loading," Directorate of-Intel!!gerce, U. S. Air Force, ; (95 pp.),

13 Cecember 1950.

54 N. M. Newmark, C..~P. Siess , and I. M. Viest, " Tests and Analyses of Ccepos ite ' Beams wi th Incomplete Interact ion," Proceedings , Scciety for Exper imental S tres s' Anal ys is , ' Vol . 9, No. 1, pp. 75-92,.cctober 1951.

55. N. M. Newmark, R. J. Fbsborg, W. H. Funse, and R. E. .Elling, " Fat igue

. Tests in Axial Compress ion," Proceedings, . Acerican Society for Tes ting Materia l s , Vol . 51, pp. 792-810, 1951.

56. C. P. Siess, I. M. Vies t, and N. M. Newmark, " Studies of Slab and Beam Highway Bridges : Part III - Small-Scale Tests of Shear Connectors and Corpos ite T-Beams," Univ. of Ill. Eng. Exo. Sta. Bull. 396, (133 op.),

February 1952.

57 N. M. Newmark, " Analysis and Design of Structures Subjected to Dynamic Leading," Proceedings, Conference on Building in the Atomic Age, MIT, pp. 34-47, 1952.

58. N. M. Newmark, " Computation of Dynamic Structural Response in the Range 3

Approaching Failure," Proceedings, Symposium on Earthquake _and Blast Ef fects on Structures, UCLA, pp. 114-129, 1952.

59 I. M. Viest, C. P. Siess, J. H. Appleton, and N.-M. Newr. ark, " Studies of Slab and Seam High.:ay Bridges : Part IV--Full-Scale ~ Tes ts of Channel Shear Connectors and Cemces ite T-Seams," Univ. of Ill. Eng. Exp. Sta. .

Eu11. 405, (155 pp.), 1952

• 60. N. M. f;ee. mark, "The Insti tute's Research Program--Part. III (Riveted and Solted Structural Joints)," .Prceeedings, American Institute of Steel Construction f ational Engineering Conference, pp. 2L-32,- 1952.

j 61. W. C. Hoel tje and it. M. Newmark, " Brittle Strength and Transition 1

Terperature of Structural Steel," Weldine Research Sucplement, Vol. 17, pp. 5155-521s, 1952.

62. N. ti. Newmark and A. S. Veletsos, "A Sirole Acproximation for the Nctural Frequencies of Partly Restrained Sars," Journal of Applied Mechcnics.

Vol. 19, po. 563, 1952, 1 63. N. M. Newrark, " Sounds and Convergence of Relaxation and Iteratien Precedui.s," Prcceedirgs of the First National Congress of Applied .

Mechanics, pp. 9-14, 1952.

65 N. M. New ark and E. D' A polonia, "A Mothed for the Solution of the Res trained Cylincer under Comercss ion," Proceedings , First "a t ion al Congress of Applied Machanics , pp. 217-226, 1952, t

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65. V. J. Austin and N. M. Newmark, "A Nemerical Method f or the Solution of '

Plate Buckling . Problems," Proceedings , First Nat ional Congress of Applied. Mechanics, pp. 363-371, 1952. ,

66. N. M. Newma r k, " Wha t Do We Need to Know About Prestressed Concrete,"

Journal Americah Concrete Ins titute, Vol. 24, No. 5, 445-456,1953.

67 N. M. Newmark, "What Do We Need to Know About Prestressed Concrete,"

Civil Engineering, Vol. 23, No. 1, pp. 59-63, 1953.

68. N. M. Newmark, "A Review of Cumulat ive Damage in Fatigue,", Chapter 10

. In "Fatioue and Fracture of Metals," MIT and John Wiley, New York, pp. 197-228, 1952. .

69 N. M. Newmark, "An Engineering Approach to Blast Res is tant Des ion,"

Proceedings, 22nd Annual Convention Structural Engineers Association of California, pp. 5-1 to 5-18, 1953.

70. N. M. Newmark, "An Engineering ' Approach to Blas t Res is tant Des ign," '

Proceedings Separate No. 306, ASCE, Vol. 79, (16 pp. ),1953

71. L. E. Goodnan, E. Rosenblueth , and N. M. Newmark, "Aseismic Des ign of Elastic Structures Founded on Firm Ground," Proceedings Separate No. 349, ASCE, Vol. 79, (27 pp.),1953

72. R. B. Mat thiesen, L. A. Ha r r i s , a nd N. M. Newmark, " Fatigue Properties j of Weld Metal," Welding Research Supplement, Vol. 18, No. 9, pp.

441s-453s, 1953

73. L. A. Harris , R. B. Mat thiesen, and N. M. Newmark, "Lcw-Temperature .

Bend Test Properties of Bead-on-Plate Welds," Welding Research Supplement, Vol. 18, No. 12, pp. 585s-599s, 1953 H. Munse, D. T. Weight, and N. M. Newmark, " Laboratory Tes ts of 74 W.

High Tens ile Bolted Structural Joints," Proccecings , ASCE, Vol. 80, Separate No. 441, (38 pp.),1954

-75. N. M. Newmark and C. P. Siess, "Research on Highway Bridge Floors at the University of Illinois; 1936-195h," Proceedings, Highway Research Scard, Vol. 33, op. 30-53, 1954 Also issued as Univ. of Ill. Eng.

Exp. Sta. Reprint No. 52, 1956 i

, 76. W. C. Heel tje and N. M. Newmark, Clos ing Discuss ion "Srit tle Strength and Transition Temperature of Structural Steel," Welding Research, i Vol. 19, p. 133-5, 1954 4

i 77 N. M. Newmark, " Review of Brittle Fracture Research at Univers it / of i Illinois," Ship Structure Committee Serial No. SSC-69, pp. 125-2C0, .

, 195h.

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78. A. Laupa, C. P. Siess , and N. M. Newmark, " Strength in Shear of Reinforced Concre te Ecams ," Univ. of Il l . Eng. Exp. Sta. Bull. h23, 1955.

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79 L. A. Harris, G. E. Nordmark, and N. M. Newmark, " Fatigue Strength .of Butt Welds in Structural Steels," Welding Research Vol. 20, pp. 83-96, 1954,

80. N. M. Newmark, Closing Discussion, "An Engineering Approach to Blas t Res is tant Des ign," Preceed ings , ASCE, Vol . 61, Separate No. 701, . (2 pp. )

1955

81. W. J Hall and N. M. Newmark, " Shear reflection of Vide Flange Steel Beams in the Plastic Range," Proceedings, ASCE, Vol. 81, Separate No. 814, (30 pp. ),1955.

82. N. M. Newmark and C. P. Siess, "Research on' Highway Bridge Floors at the University of Illinois; 1936-195k," Univ. of Ill. Eng. Exp. Sta.

Reprint 52, (24 pp. ),1955.

83 T. P. Tung and N. M. Newmark, " Numerical Analys is of Earthquake Response of a Tall Building," Bulletin Seismological Scciety of America, Vol. 45, pp. 269-278, 1955. -

84 A. S. Veletsos and N. M. Newmark, "A Simple Approximation for the Fundamental Frequencies of Two-Span and Three-Span Continuous Bears,"

Proceedings, 2nd U. S. National Congress of Applied Mechanics, pp. 143-146, 1954

85. A. S. Veletsos and N. M. Newmark, " Determination of the Natural Frequencies of Continucus Beans on Flexible Supocrts," Preceedings, 2nd U. S. National Congress of Applied Mechanics, pp. 147-155, 1954

86. A. S. Veletsos and N. M. Newmark, " Natural Frequencies of Continuous Flexural Members ," Proceedings, ASCE, Vol. 81, Separate No. 735, (37 po. ),1955.

87 N. A. We i l a nd N. M. Newmark, "Large Plastic Deformatiens of Circulce Membranes," Journal of Applied Mechanics, Vol. 22, pp. 533-533,1955

88. L. E. Goedman, E. Rosenblueth, and N. M. Nevemark, "Aselsnic Des ign of Firmly Founced Elastic Structures," Transactiers, ASCE, Vol. 120, l, pp. 782-802, 1955 89 L. A. Harris,.G. E. Nord ark, and N. M. Nev. erk, "Fa t igue St reng th of Butt Velds in Structural Steels," Welding Research Supple ent, Vol. 20,

pp. 33s-90s, 1955.

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90. A. Laupa, C. P. Siess, ar.d N. M. Newmark, " Strength in Shear of Reinforced Concrete Beams," Univ. of Ill. Eng. Exp. Sta. Bull. L23, (73 pp.),1955.

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91. W. H. Muns e , D. 'T. Wr ight , a nd N. M. Nev. mark, "LaScratory Tes ts of l

Bol ted Jo ints ," Trans act ior.s , ASCE, Vol . 120, pp. 1299-1321, 1955.

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92. N. M. Newmark, "An Engineering Approach to Blast Res istant Design,"

Transact ions , ASCE, Vol . 121, pp. 45-64, 1956.

93 N. M. Newmark, "An Engineering Approach to Blas t-Res istant Cesign,"

Univ. of Ill. Eng. Exp. Sta., Reprint Series No. 56, 1956, 94 N. M. Newmark, " Analysis and Ces ign of Structures to Res is t Atomic Blast," Bulletin of the Virginia Polytechnic Institute, Eng. Exp. Sta.

Series No. 106, Part 2, pp. 49-77, January 1956,

95. N. M. Newmark, "A Philoscphy for Anti-Blast Structural Design,"

Preceedings, Conference on "The A-Bomb and Industry," Armour Research Foundat lon, pp. 49-62, 1955.

96. J. E. Sta11meyer, G. E. Nordmark, W. H. Munse, and N. M. Newmark,'

" Fatigue Strength of Welds in Low Alloy Structural Steels," Welding Research, Vol. 21, pp. 295-307, , June 1956.

97 T. P. Tung and N. M. Newmark, " Shears in a Tall Building fubjected to Strong Motion Earthquakes," Proceedings of the World Conference on Earthquake Engineering, Earthquake Engineering Research Ins titute, Berkeley, California, pp. 10-1 -- 10-11, 1956.

98. T. P. Tung, T. Y. Chen, L. E. Goodman, and N. M. Newmark, " Highway-Bridge Impact Problems," Highway Reccarch Board Bulletin 12h, Vibration and Stresses in Girder Bridges, pp. 111-134, 1956.

99 A. S. Veletsos and N. M. Newrack, "Na tural Frequencies of Continuous Plates ," Journal of Applied Mechanics, Vol. 23, pp. 9' 102, 1956.

100. A. S. Veletsos and N. M. Newrark, Clos ing Discuss ion, " Natural Frequencies of Continuous Flexural Members," Proceedings, ASCE, No. ST-5, Vol. 82, pp. Ic67-3 -- 1067-6, 1956.

l 101. N. A. Weil and N. M. Newark, "Large Ce flect ions of Ell ipt ical Plates ," '

! Journal of Applied Mechanics , Vol. 23, pp. 21-26, 1956.

i 102. . Leonardo Zeevoer and N. M. Newmark, "Aseismic Design of Latino i Americans Tewer in Paxico City," Proceedings of the World Conference on Earthcuake.Engineerine. Earthqt.:ke Engineering Research Ins t itute, Serkeley, California, pp. 35-1 -- 35-11, 1956.

103 N. M. Newmark, " Reinforced Concre to," Encyc1cpedia Br i tannica, Vol . 13, pp. 79-c0, 1957 104 N. M. Newr. ark, " Des igning for Atomic Blas t Prctection," Proceedings, Strue. Engrs. Assoc. of Cal if. , 25th Annual Convent ion, pp. 4S-56, !?56.

105 N. M. Neweark, " Des igning for Atemic Glas t Protection," CuDecks Technical Digest, Navy Dep t . , No . 75, pp. 21-30, March-Aaril 1957 a ,, ,-w

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.. 106. N. M. Newmark, "The Effect of Dynamic Loads on Of fshore Structures,"

Proceedings, Eighth Texas Conference on Soil Mechanics and Foundation Engineering, Univ of Tex. Bu. Eng. Res., Special Publication No. 29, (30 pp. ) , 1956.

107. L. A. Harris and N. M. Newmark, "The Ef fect of Fabricated Edge Condition: on Brittle Fracture of Structural Steels," Bull. Am. Railway Eng ineer ing Associat ion, Vol. 59, pp. 245-290, 1957.

103. T. Y. Chen, C. P. Siess, and N. M. Newmark, " Studies of Slab and Beam Highway Bridges : Pa r t VI -- Mome n t s in Simply Supported Skew I-Beam Bridges," Ill. Eng. Exp. Sta. Bul l . 439, (72 pp. ), ,1957 109 W. J. Hall and N. M. Newmark, " Shear Deflection of Wide-Flange Steel Beams in the Plas tic Range," Transactions, ASCE, Vol. 122, pp. 666-687, 1957.

110. A. S. Veletsos and N. M. Newmark/ " Natural Frequencies of Continuous Flexural Members," Transact ions, ASCE, Vol. 122, pp. 249-255, 1957 '

111. C. H. Brown, H. O. Banks, F. B. Farquharson, N. M. Newmark, K. Smith, J. B. Wilbur, and A. Ackerman, " Report of Task Committee on Profess ional Education," Civil Engineering, Vol. 28, pp. 111-123, 1953.

112. N. M. Newmark, "Recem. mended FCDA Specifications for Blas t Res'is tant Structural Des ign (M.ethod A)," Federal Civil Defense Administration Technical Report TR-5-I , (6 pp. ) , 1958.

113. L. A. Harris and N. M. Newmark, "Ef fect of Fabricated Edge Conditions on Brittle Fracture of Structural Steels," Velding Research Supplement to the Welding Journal, Vol. 37, p. 137-S.

114 N. M. Newmark, "A Revolution in Design Practice," Civil Engineering, Vo l . 28, p. 315, 1953.

115. Rchert J. Fansen, Bruce G. Johns ton, N. M. "eumark, and Merit P. White, Discuss ion of Paper, " Destructive Impulse Leading of Re inforced Concre te Beams ," by F. T. Mavis and M. J. Greaves, Proceedings, ACI, Vol. 54, j pp. S15-816, 1953.

l 116. N. M. Newmark, "Welcore Address ," Proceedings Conference on Electronic Computation, ASCE, pp. 1-2, November 1953.

117. S. T. Rol fe, W. J. Hall, and N. M. Nev. mark, " Brittle-Frac:ure Tests of Steel Pla tes Containing Res iduc t Comores s ive St rain.' Welding Rcsesrch Suppleecnt, Weldir; Journal, Vo l t.ra 3 5, Uc . L , p p . 165s-175s, April 1959

10 118. "The Place of the University in the Education of Civil Engineers":

a) " Undergraduate Study and the Curriculum," pp. N10-11;

5) " Postgraduate Education," pp. N13-19; c) "The Place of Engineering Research in Univers it ies ," pp. N24-25; d) " Concluding Remarks," p. N24 Proceedings the Institution of Civil Engineers, Great Britain, Vol. 12, April 1959 119 "A Method of Ccmputation for Structural Dynamics," Journal Engineering Mechanics Division, ASCE, Vol. 05, July 1959, po. 67-94 120. " Remarks on Analytical Methods for Protective Structural Design,"

Proceedings of the Second Protective Construction Symposium (Deep Underground Cons truction), The Rand Corporation, Report R-341, ,

vol. 1, pp. 367-386, March 1959. ' ,

121. Discussion of " Solving Structural Mechanics Problems on Digital Computers,"

by H. J. Greenberg, Structural M-chani cs , Proc. Ist Sympos ium on Naval Structural Mechanics, Pergamon Press , New York, 1960, p. 554-556.

122. "La Investigacion cobre Estructuras en la Universidad de Illinois,"

Inferr,s de la Conctruccion, Instituto Tecnico de la Construction y del Cemento, Macrid, h, 1551 (4 po.)

123 Closing Discuss ion of "A Method of Computation for Structural Dynamics,"

by M. M. Newmark, Journal Struc. Div., Prcc. American Society of Civil Engineers , 56: ST 8, p. 89, 1960.

124. Alfredo H.S. Ang, and N. M. "e'.tra ck, "A Nume r ica l orocedure for the Analys is of Continuous Plates ," American Scciety of Civil Er.gir.aers ,

Second Conference en Electronic Computation, Pittsburch. Pa., po.

379-413, 1960.

125. " Keynote Address - The Future of Civil Ergirecring Education," Civil Engineering Educat ion, ASCE, New York,1961, p. 21-27 126. R. L. Jennings ar.d N. M. Newmark, "Elactic P.esponte of Multi-Story Shear Beam Typ+ Structures Subjected to Strong Grcund Motion," Proc. 2nd Nerld Conference on Earthquake Engineering, Vcl. II, Tokyo, p. 695-717.

127 A. S. Velatses and N. M. Nr..cc.-k, " Effects of Irelastic Ee'rasicr er the Rescense of Simole Systems to Earthcucke "ct iers ," ' rec. 2rd World Conference on Earthquake Engireer'ng, Vol. II, Tckyo, p. 855-912.

e

128. " Failure Hypotheses for Soils," Opening Address, Research Conference on Shear Strength of Cohesive Soils, ASCE, 1961, p. 17-32.

j 129 F. E. Anderson, Jr. , R. J. Hansen, H. L. Murphy, N. M. Newmark, and M. P. White, " Des ign of Structures to Resis t Nuclear Weapons Ef fects,"

j ASCE Manual of Engrg. Practice No. 42, 1961, 150 pp.

j 130. N. M. Newmark and R. J. Hansen, " Des ign of Blast Res is tant Structurcs,"

l Chapter 49, Vol. III, Shock and Vibration Handbcok (edited by C. M. Harris j and C. E. Crede), McGraw-Hill, New York, 1961, 24 pp.

4 1-131. "Research and Civil Engineering Education," Journal of-Professional Practice, Proceedings ASCE,' Vol. 87, No. PP2, Octob'er 1961, 14 pp. 1 132. D. L. Lycan and N. M. Newmark, "Effect of Structure and Foundation Interaction," Journal Engineering Mech. Div., Proceedings ASCE, Vol. 87, 4 No. EM5, October 1961, 32 pp.

i i 133 J. A. Blume, N. M. Newmark, and Leo Corning, " Des ign of Multi-Story.

• Reinforced Concrete Buildings for Earthquake Motions," Portland Coment Association, Chicago, 1961, 350 pp.

, 134 V. W. Sanders, Jr., W. H. Munse, and N. M. Newma rk, "The La te ra l a nd Longitudinal Distribution of Loading in Steel Railway Bridges," Gelletin Am. Rwy. Engrg. Assoc ia t ion, Vol . 63, No. 566, p. 13-16, Septemter -

Cetober 1961.

135. N. M. Newmark, "Rerarks on Analytical Methods for Protective Structural i Design," Chapter 20, Vol. I, Protective Construction in a Nuclear . ige i (edited by J. J. O'Sullivan), The Macmillan Co. , New York,1961, pc. 329-3L7.

136. V. ' J . Hall, S. T. Rolfe, F. W. Barton, and N. M. Newmark, " Brittle-Fracture Propagation in Wide Stect Plates," National Academy of Sciences, Asticnal Research Council, Ship Structure Committee Report No. SSC-131, 30 po.,

October 1961.

137. G. K. Sinnamon and N. M. Newmark, "Facili ties for Dynamic -Tes t ing of Soils ,"

Syepos ium on Soil Dynamics, ASTM Technical Publication No. 305, 1962, t

p. 33-L4.

138. Wi th others , " Engineering Conference Recort Based on Feetirg Held at Sou1cer, Colorado, Augus t 9-15, 1961," Journal Engireering Educatien,

! Vol . 92, No. 9, May 1962, pp. 624-641.

139 "Educacion en Ingenieria," Incenteria,-National univers ity of Mexico, Vol. 32, No. 4, Octcber 1962, pp. 73-78, (rexico City)

! 140. "A Methed of Cor.outation for Structural Dynamics," Trcnsactions ASCI, .

Vol. 127, Part I, 1962 (Paper No. 333L) p.1L36-1435 (with discuss icn).

J v

f I

141. N. M. Newmark and J. D. Hal tiwanger, " Air Force Des ign Manual - Principles and Practices for Des ign of Hardened Structures," Report SWC-TCR-62-138 Research Directorate, Air Force Special Weapons Center, Albuquerque, 615 pp.

142. N. M. Newma rk, W.'D. Alexande r, 7. E. Fadum, E. Hegnestad, W. E. Smith and D. C. Taylor , "1962 ASCE Rese arc.) Conference, Report by the Committee on Research, ASCE," Journal of Professional Practice, Proceedings ASCE, Vol. 59, No. PP1, p. 37-91, January 1963.

143. Author's Closure, "Research and Civil Engineering Education," Journal of Profess iona l Pract ice, Proc. ASCE, Vol. 89, No. PPI, p. 101-104, January 1963 .

144. Introduction to " Arches, Continuous Frames, Columns, and Conduits," Selected papers of Hardy Cross, p. vii-x, Univers ity of Illinois Press, Urbana, 1963. ~

145. D. L. Lycan and N. M. Newmark, Author's Clos ure, "Ef fect of Structure and Foundation Interact ion," Journal; Engineering Mechanics Divis icn, ASCE, Vol.

89, No. EM4, p. 69-70, August 1963. -

146. "Research and Civil Engineering Education," Trans. ASCE, Vol. 123, Dart V,

p. 1-16, 1963.

147. " Design of Structures for Dynamic Loads Including the Ef fects of Vibration and Ground Shock," Symposium on Scientific Problems of Protective Cons truct ion, Swiss Federal Institute of Techno1cgy, Zurich, July 1963, pp. 148-248, 148. N. M. Newmark, " Structural Engineering," Chapter 6, in LISTEN TO LEADERS IN ENGINEERING, edited by Albert Love and James Saxon Childers, Tupper and Love, Atlanta, January 1965, pp. 73-84 149 N. M. Newmark and W. J. Hall, Design Criteria for Reactor Cells, Suilding 315, Argenne Na t ional Labora tory. Appendices I and J, Safety Anai,s is Report Argenne Fas t Cri t ical Fac ili ty (ZPR-VI), Argenne Nat ienci Laboratory Report 6271, December 1963, pp. 171-19c.

150. N. M. Newmark, C. P. Siess, M. A. Sczen, "F.oment-Rotation Characteristics of Reinforced Concrete and Cuctility Requiremants for Earthquake Ras is tence,"

Proc. 30th Annual Conventien Structural Engineers Association of l

California, Yosemite, October 3-5, 1963, pp. 54-66.

151. "The Basis of current criteria for the Design of Underground Protective Cons truct ion," ? rec. Sym;cs ium on Soil-Structure Interaction, Un ive rs i t y of Ari:ena, Tucson, September 196L, pp. 1-24 152. "Ef fects of Earthquakes on Dams ord Embankments ," Fi f th Rankine lecturc ,

Geo tech n ique . Vo l . X V, No. 2, June 1965, po. 139-159, Insti ution of Civil Engineers, London.

153. N. M. Newmark and A. S. Veletsos , Des ign Precedures for Sheck Isolat ion Sys tems of Underground Protec t ive Structures , Vol . 3, Resnonse Spectrum of Single-Cegree-of-Freedom Elastic and Inelas t ic Sys tems , Report RTO TCR 63-3096, Vol. III, . Air Force Weacens Laboratory, Albuquerque, New Mexico, 316 pages, June 1964

154 N. M. Newcark, W. H. Walker, A. S. Vele tsos and R. J.

ProceduresVol.

Structures, for Shock Isolation Systems of Underground ProtectiveMosborg Inelas tic Systecs, Report RTO TORIV, Respons e of Two-Oegree-of-Freedom 63-3096, Vol.

Laboratory, Albuquerque, New Mexico, 212 pages, December 1965IV, Air For .

155. N. M. Ne wma r k, W.

Shock Isolation Systecs of Underground Protective Structure Vol.tems V,

Response

RTD TDR 63-3096, Spectra of Mult i-Cegree-of-F cedom Elast ic,Sys ,

Report

'New M2xico, 126' pages , DecemberVol. V, Air Force Weapons Laboratory, e, Albuque 1965.

156.

Design of Model Test Program for a Buried Field Shelter Wa terways Experiment Sta t ion, Vicksburg, Miss iss,ippi, Report No. 1-110, 108 pages, May 1965.

157. N. M.

High Rise Structures," Proceedings of the Symoos ium e Engineering, pages VI-l to VI-55.University of British Colunbia, Vancouver, September 196 ,

158 N. M. Newmark, " State of the Art the Des ign of Underground Protective Cons ympos truction,"

ium Pro on Protective Structures for Civilian Populations, National Academy of Sciences - National Research Council, April 1965, pp 166-179 .

159. N. M.

!!ewmark, " Notes on Shock Isolation Concepts," in " Vibration in Civil Engineering," Proceedings of a Symposium organized byshthe Briti Nationa!

Engirecring, Section of the, International But terworths London, Association for Earthquak e 1966, pp 71-82.

160. A. S. Ve l e t s os , N. M. Newmark, and C.

V.

Earthquake Motions," Proceedings Third E:rthquake World Congr n

Engineering, New Zealand,1965, Vol. 2, pp 161 II-663 to II-682.

N. M. Newmark and U.

Concrete (Including Wind, Evildings Earthquake,under Blast Horizontal Forces and thc Design of l

publication, 3 Congress, Effects)," pp 555-613, Preliminary Engineering, New York, 9-lk September 1963. International Association Sridge German Trans la t ion, pp 639-661. French Trans lation pp 614-633, 162. N. M.

No. 4, 4th QuarterNebrark, 1957, pp " Prize Bridges of 1967," Modern Steel Vo ,

Cocstruction l.S, New York. 17-20, American Ins titute cf Steel Cons truct ion,

163 N. M. Newrark, "Section 3 Earthquake-Res is tant Building Des ign," in St ructural Er.cin,er ina Pand5cok, ed ited by E. H. and C. N. Gaylord, McGraw-Hill Eock Company, New York 1968, pages 3-1 to 3-30.

164 H. M. Newmark, G. W. Housner, T. Hisada and others, "Ascismic Des ign a nd Testing of Nuclear Facilitics," (Recort of Panel, Tckyo, 12-16 Junc 1967)

International Atomic Energy Agency Tcchnical Reports, Series No. 88, Vienna, 1963, 49 pages (Mor.og raph) 165. M. A. So:en, P. C. Jenni ngs , R. E. IW t th ies en, G. W. Hcus rer, and N. M. Newmarh.

" Engineering Report on the Caracas Earthquake of 29 July 1967," Ccruittee on Earthquake Engineering Research, Civis ion of Engineering, National Research Council - National Academy of Engineering, published by Natior.a1 Academy of Sciences, Washington, D.C., 1968, 217 pages (Moncgraph) 166. N. M. liewmark, " Civil Engineering," in Section on The Science Year in Review, 1969 Brittanica Yearbock of Science and the Future, Encyl. Britten.

Inc., Chicago, 1969, p. 299-300.

167 N. M. Newmark, "Prcblems in Wave Pr;oegation in Soil and Rock," Prcceedings International Symposium cn Wave Prooagation and Dynamic Pecperties of ,

Earth Matericls, August 23-25, 1967, University of New Maxico Press, Albuquerque, 1968, pages 7-26.

168. N. M. Newmark, " Relation between Wind and Earthquake Response of Tall Buildings," Proceedings 1966 Illinois Structural Engineering Conference, Februa ry 1959, pp. 137-155.

169 N. M. Ne . mark, "Earthquche Enginee ring - Learning f rcm Fa ilures,"

Vashington h.:ard Address , tiidwes t Engineer, Vol . 21, i:o. 7, Parch 1959, pp. 10-13.

170. M. M. Newmark. " Des ign Criteria for mclear Reactors Subjected to Earthquake Hazards," pc.00-113, Prec2edincs of the IAEA Pcnel en Aseismic Cas ien and Tes t i ng of Nuclear Facilit ies , the Japan Earthquake Prcr.at icn Society, Tckyo, 1969 171. N. e J. Hall, " Specie! Tcpics for Cons iJerat ion in Ces ign of M.he.markardW.

I;cc a r PC.-u r Pla nts Subj :cted to Seismic Pot ien," pp. 115-119, PrcceeIirgs of the IAEA Fanci on Ateismic Cesign and Tes tirg of Nc: 1 car Fccili'.i.., the Japan Earthcuake Ergine2 ring Prcaction Scciety, Tokyo, 1963

,- 172. . N. M. Newmark, " Structural Synthesis and Design," Chapter 6, p. 199-232, in Eartheuake Engineerine Research. Report to NSF by the NAE Ccemittee on Earthquake Engineering Resesrch, ilational Academy of Sciences, Washington, D. C., 1969. ,

173. N. M. Nercark, " Current Trends in the Seismic Analysis and Design of High Rise Structures," Chapter 16, p. 403 424, in Earthcuake Enc!ncerina, edi ted by Robert L. Wiegel, Prentice-Hall, Inc. , Englewcod C li f fs , N.J. ,

1970.

174 N. M. Newmark, " Torsion in Symmetrical Buildings," Proceedings Fcurth World Conference on Earthquake Engineering, Vol. II, Santiago, Chile, 1969, pp. A3-19 to A3-32.

17 5. N. M. Newmark and W. J. Hall, " Seismic Design Cri teria for Nuclear Reactor Facilities," Prceeedings Fourth World Conference en Ecrthquake Engineerir.g, Vol. II, Santiago, Chile, 1969, pp. 54-37 to S4-50.

17 6. S. J. Fenves and N. M. Newmark, " Seismic Forces and Overturning Menents in Buildings , Tcwers and Chimneys," Proceedings Fourth World Ccnference on Earthquake Engineering, Vol. III, Santiago, Chile, 1969, pp. 85-1 to 65-12.

177. M. A. Sozen N. M. Neumark, and G. W. Heusner, " Implications en Scissnic Structural Design of the Evaluaticn of Damage to the Sharaton-Mccuto,"

Prcceedings Fourth Ucrid Ccnferencs on Earthquake Engineering, Vol . III, Santiago, Cnile, 1959, pp. J2-137 to J2-150.

178. ii. M. Newmark. " Seismic Response of Reccter Fccili ty Compenents," in Simoesium on Seismic Analysis of Pr2ssure Vessel and Pirine Conce ents.

ecited by Davi d H. Pai , Adid, N.f . , 1971, pp. 1-2b.

179. M. Ami n. W. J. Hall, N. M. Newa ark, and R. P. Rassawara, " Earth;ueb Response o f P.ultiply C:nnected Light Secondary Sys tems by Scectruc. Meth-cds ," in xSvo:crium en S-:ismic Am.tvs is o f ?ractura %s:ci ar.d M ci c Cc ecnents, ecited by David H. Foi, ASME, N.Y., in~l, pp. 103-125._ _ -

130. N. M. Newmark and E. Rcsenblueth, Fundar.cntPs of Earthcuake E ginae -

ing, Prcr,ti ce-Hal l , Inc. , Engieweed C l i f f s , N.J. , 1971, 6,0 pp.

131. K. Steinbrugge, N. M. Newmark, (:nd other members cf Cermittee en Earth-Jake Hecard Reduction), In !Pe Intf res t o f E7rth0U2ke 3aiet", IPstitdte o f Governmental S:cdics , Univers i ty ci Ccli rcraia, 5 2.-Le ley, 1371, 22 90.

182. N. M. Newmark, "EartF ;uake Respor.s e Analys is of Reactor S tructures ,"

Nuclear Engineering and Ocsign, Vol. 20, No. 2, 1972, pp . 3 03 -322, July 1972. '

_ _ _ _ _ - _ _ _ _ _ _ _ = _ _ _ _ _ _ _ _ _

. ~ . . .

.. 183 fl. M. tiewma rk, " Design Specifications for Earthqucke Resistance,"

pp. 101-il3.in Civil Ennineerino Frontiers in Environmental Techno1cny, (a program of Pub lic Lectures to ccaremorate the Cedication of Ray,vond E.

Davis Hall), Department of Civil Engineering, University of California, Berkeley, 1971.

184. fl. M. tiewmark and W. J. Ha II, Chapter 4, "Sei smic Ana lysis," pp. 1400-1413, in Pressure Veseels and Picinn : Desien ard Analysis, edited by G. J.-Bohm, R. L. C loud, L. C. Hsu, D. H. Pai, and R. F. Pecdy, Vol. II, ASME , New Yo. k, 1972.

185. fl. M. Newmark and W. J. Hall, " Seismic Design Criter.la for tlaclear Reac tor Facilit ies" (Reprinted from f roc. 4th World Conference on-Earthquake Engineering), pp. 1414-1427 in Pressure Vecsels and Picinc:

Desien and Analvsis, edited by G. J. Echa, R. L. Cloud, L. C. Msu, D. H. Pa i , a nd R . F. Reedy, Vol II, ASME, New York, 1972.

186. ti. M. Newmark, A. R. Robinsen, A.#H. -S. Ang , L. A. Lepez , and W. J. Hall,

" Methods for Cetermining Site Characteristics", Proc. Iatl. Conf. en "*

Microzoration, t;SF-UNESCO-Univ. Washington-ASCE-Acad. Ecchs,-Vol.1, 1972, pp. 113-129.

187. it. N. Newmark and W. J. Hall, " Procedures and Criteria for Earthquake Resistant Design," Buildinn Practices for Disas ter Mitica tion, fla t iona l Bureau of Standards, Didg. Science Series L6, Vol. 1, pp. 209-23 6, Fab. 1973.

183. fl. M. tiewmark, " Externs t Biast", State of Art Report No. 7, ASCE-IASSE International Conference on Plannir.g and Design of Tall Suildings, F*re and Shst Vol.le-3, pp. 143-155, Am. Scc. Civ. Engineces, New York, 1972.

189 N. ft. Newmark (Chairman) et al, Earthenske Guideliaes fn- Peactor Sitioc.

Technical Raports Series f.'o. 139, In ter-a t icna l- Atcmic Encrgy Agency, Vienna, 1972 (25 pp).

190. fl . f t. New. nark, J. A. Blume and K. K. Kapur, " Seism.ic Ces i p Sp cten for Nuclear Perer Flcnts," Journal Power Division, ASCE, Preceedings ASCE, Vol. 99, tio. P02, Nov. 1973, pp. 237-303 191. K. V. S teinbrugge, G. V. Berg, N. M. Newmark, C. H. Savit t, H. B. Sced, G. H. Suttcn, M. D. Trifunac, J. T. Wilson, "Streng-v etion Enginee-ing Seismology - The Key tc Understanding and Reducing th: C maging Effects of Earthquakes," National Acacemy of Sciences, Washington, D.C. ,

1973, 17 + li pp.

192. fl . M. ?!cw.ac rk , W. J . Ha l l , and S . hoh ra:, "A S tudy of Ve rt i c a l an d Hori:cntal Earthquake Spectra," Dirccccrate of Licensing, U. S. Atcaic Energy Comaission, Rept. WASH-1255, April 1973. 151 + il pp.

+w y,n' m 4 -m e-- -mes- m vw,e

i

.'17-193. V. J. Hall, N. M. Newmark, and 3. Mohraz, " Comments on Earthquake Transmission frcm Basement Rock to Surface," Vol. 1, pp. 737-7h0, '

Proceedings, Fifth Vorld Conference on Earthquake Engineering, International Association for Earthquake Engineering, Rome,1974 194 N. M. Newmark and V. J. Hall, " Seismic Design Spectra for Trans-Alaska Pipeline," Vol. 1, pp. 554-557, Proceedings, Fifth World Conference

'7 on Earthquake Engineering, Internaticial Association for Earthquake

~

Engineering, Rome, 1974 195. N. M. Newmark and W. J. Hall, "A Rational A.pproach to Seismic Design Standards for Structures, Vol . 2, pp. 2266-2275, Pr'oceedings, Fifth World Conference on Earthquake Engineering, International Association for Earthquake Engineering, Rome, 1974, 196. N. M. Newr. ark, "Interpretction of Apparent Upthrow of Objects in Earthquakes," Vol. 2, pp. 2338-1543, Prc eedings, Fif th World Conference on Earthquake Engineering, International Association for Earthquake ~

Engineering, Rome, 1974.

197. W. J. Hall, N. M. Newmark, - and A. J. Hendron, Jr. , " Classification, Engineering Properties cnd Field Exploration of Soils, Intact Rock and In Situ Rock Masses," Di rectorate of Regulatory Standcrds, U.15 Atomic Energy Ccanission, Rept. WASH-1301, May 1974, 256 + vi pp.

198. J. D. Haltiwangar, W. J. Hall, and N. M. Newmark, " Civil Engineering Graduate Education in Evolution," Civil Encineerino Education, American Society of Civil Engineers,1974, Vol. 1, Part 1, pp.-143-156.

, 199 N. M. Newmark, " Report of Working Subgrcup, Analytical and Numerical Tcchniques," in Preceediras 3rd National Meetirm of the Unive siries l Ccuncil fo r E a rt hce t's e En-i.eeri . Research, UCiER, Calif. Insti tu:e of Technology, May 1974, pa. 233-235.

200. N. M. Newmark, " Panel en Spec ial S t rdc tures ," Fi na l Feenet and Pr,ceedices of a Warkshoo on Simulatice of Earthcuake Effects en S t ruc t u re s ,

National Academy of Engineering, Washington, D. C., 1974, pp. Zh5-255 201. M. M. Newmark, " Overview of Seismic Des ign Margins ," p?. 63-24. Prcgram Report, Ucrisbon en ranc:,r Licarsi,e and Safet,. Vol. 2, No. 1, Atcmic Incustrial Forum, May 1975 202. N. M. i.'cw-ark, "c i smic Cas ign C ri teria for S truc tu res cnd Faci li ti c s ,

Trars-Alaska ?ipeline Sys;en," pa. Sh-103, Prcc. U. S. Natior.a1

, Conference en Earthcuake Engineering, Ann Arbor, Michigan. Eartncucke

! Engineering Research Ir.stitute, June 1975 W

.4 e

=* eor s%, .

• • yewwrY'*TF -

T' -m' ww- ym-7 +-+-w-a- '

4-te*'p-- 1"'"7'-t- -T 9'*--' - ' -

. t .

203 R. L. Sbarpe, N. M. Newmark, A. Goldberg, 3. Bresler, N. S. Remmer, and N. C. Donovan, " Nationally-Applicable Seismic Design Recommenda-t i ons -- A 'rog ress Repo r t ," pp. 77-86, Proc. U. S. National Ccnference on Earthcuake Engineering, Ann Arbor, Michigan, Earthquake Engineerir.g Research Institute, June 1975.

204 N. M. Newmark and W. J. Hall, " Pipeline Desijn to Resist Large Fault Displacement," pp. 416-425, Proc. U. S. National Conference on Earthquake Engineering, Ann Arbor, Michigan, Earthquake Engineering Research Institute, June 1975.

205. W. J. Hall, V. J. Mcdonald, D. J. Nyman, and N. M..Newmark, "Observa-tions on the Process of Equipnant Qualification," pp. 495-501, Proc. U. S. National Conference on Earthquake Engineering, Ann Arbor, Michigan, Earthquake Engineering Research Institute, June 1975.

2C 5. N. M. Newmark, " Design of Structures to Resist Seismic Motions,"

pp. 235-275, in Proc. Earthauake Encineerino Ccnference, Jan. 23-24, '

1975, Univ. of Soutn Carolina Co!lege of Engineering.

207. N. M. Newmark, "A Response Spectrum Agoroach for Inelas tic Sei smic Design of Nuclear Reactor Facili ties," Pacer K 5/1, Transactions Thi rd International Conference en Structural necianics in Reactor Technolcgy, Vol. 4, Part K, Sepr. 1975, 14 pp.

208. W. J. Hail, B. Mohraa, and N. M. Ne'.cark, "Statisticci Analyses of Earthquake Response Spectra," Paper K 1/6, Transcctions Thi rd Internaticnal Conference on S tructurci Mechanics in Reactor Techrology, Vol. h, Part K, Sept. 1975, 11 pp.

209 N. M. :2wmark, " Effects of Earthquakes en Cams a.J Embani cnts,"

p. 109-129 in .-ii!2 stones in Soil t'echanics. T_he Fi rs t Ten Ra r.k i ne '_ac t u re s ,

Institution of Civil Engineers, Lontco, 1975.

210. N. M. Nov.uark, "Nuc' >ar Pcwer Plants ," S truc tural Des icn of Nuc lear Plant _f acili ties, ASCE Special ty Ccnference in 1973, Vol. III, pp. SL-SS, 1976.

211. W. J. Hall, S. Mohraz, and N. M. Newmark, " Statistical Studies of Vertical and Heri: ental Earthquake Spectra,' The Civisien of Syst 2ms Safety, Uni:ed States Regulatory Ccmmission, t.UREG-0003, 123 + ix pp.,

January 1976.

0 T.

k

l 2

212. N. M. Newmark, " Earthquake Prediction and Earthquake Engineering Research," Pecceedinest h h National feetine of Universities Council for EartScuake Er.cineerin- Reseeren, Rept. UCEER-4, C al i f orn i a Insti tute of Tecnnology, Pasadena, pp. 21-24, 1976, 213 N. M. Newmark and V. J. Hall, Chapter 29, Part I, '"/ibration of Structures, Induced by Ground Motion," pp. 29-1 to 29-19 in Shock and Vibration Handbock, Second Cdition, edited by Cyril M.

Harri s and Charles E. C rede, licGraw Hill Book Co. , New York, 1976.

214 N. M. Newmark and E. Rosenblueth, Fundamentos de Incenieria Sismica, Edi torial Diana, Mexico, 1976 (680 pp.).

215. Selected Pacers by Nathan M. Newmark, Civil Ennirearinn Classics, American Scciety of Civil Engin,eers, New York, 1976 (839 + viii pp.)-

216. Nathan M. Newmark, "The Future of Earthqucke Engineering," Proceedinns Inaucural Svecosium John A. Blume Eartbouake Ernincering Center, '

pp. 159-173, S tanford Uni vers i ty, September 1975.

217. Roland L. Sharpe and Nathan M. Newmark, " Extending ~ Seismic. Design Provisions for Sulldings to the Ocsign of Offsbofe Structures,"

Preceedings 0."fsbore Technology Conference, Hous ton, Texas, ;faf 1977, pp. 177-181.

218. J. R. Whi tley, J. R. Morc:n, W. J. Hall, and 1. M. Newma rk, "Sase Responses Arising f rem Free-Field riotions," Trans. 4th In te rn a t i on:1 Cenference en S tructural t'ochanics in Reacter 'a:tacicay, San Francisco, Vol. K(a), 1977, Paper ;;2/15,10 pp.

219 n. M. Newmark, " Inelastic Casign of Nuclear Re20 or Structures and Ics Ir:ilections en Design of C ri tical Equipment," Tec,s. 4 P. Internst!;,el

! Cer.f4rence en Structe.-al Pechenice in 2arctor T .--Olc~e, San Francisco, Vol. K(a), 1977, Pape r K4/ l, 10 pp.

220. ii . M . Newmark and Others, "Earthquakc Preu cti:n and Pa:2rd Mitig:ti:n Opti:ns for USGS and I;SF Programs," I: tional Scier.ca Foundation-?.U N a-d Ocpartment of Interior-USGS , A r. apart Prep: red for tha resicent's

! Sciance Aaviser oy an Advisory Group Chaired by ti. M. Ne.marh, Se;:. 1976, Suc2rintend:n of Documen::, U. S. Goverrrcnt Frintir<j Office.

Washington, D. C.

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• - ' o Pr.GTESSIO.-;AL PU2LICATIC':S, (J. C. Stepp)

"T.cJicnal Gravity Survey of the Northern Creat Salt Lcke Dccert," ns ter Thesis , University of 1:tah, 1961, Si pp.

"Creund Motica Indaced by Saturn Fr.-l I.cench at C.pe Cr. rzcal, tic rida," U. 7. '<!ck cy , R. J. 3rance , and J. C. Stepp, USCf.GS,

,u.s,, .,., pp.

2 -

"Cperat d en '.fD?A ll A, Seinnic Ef fects fcen Can'.re1 Led Un.:crunter Cetenaticus," W. V. Michey, cud J. C. Stepp, USCf.CS, 1752, 22 pp.

"A Study of Pn Vel citics, Anplitrdes and Tr: vel Tine n-siduals for a Portion of the '.Testern Un'ted States," J. C. Stepp, W. J. Spence, R. W. Sherb arne, S. T. Ihrding, cnd S. T. Alsernissen, Ecrthquake

~

Notes, Vol. 34, Sept-Dec, 1963, pp. 33-49.

"Rus!ccal Gravity Survey of the Northern Graat Salt Lake resert end Adj acent A.rcis in Utah, Nevada nad Id..ho," K. L. Cock, M. O. Halve:8ca, J. C. Stepp, and J. W. Serg, Jr., Eull. Geol. Soc. An., Vol. 75, 1964, pp. 715-740. i

~

" Earthquakes in the United States, 1963-1964, and an Evaluatica of the Detectien Ccpability of the United States Netwerk of Sciar.op.raph Stations," J. C. Stepp, W. A. Rinchart, and S. T. Algernissen, USC/.OS Ecport to ARPA Novenber 1965, 264 pp.

"Seic.:ic Prchability Maps ," J. C. ~tepp, ES.cA Su pecion en Earth P':e Prediction Tchruary, 1966.

..l

• t ernisten, S. T., J. C. Stepp cnd U. A. Rinchart (1969), "St.- cs in Setanicity and Earthqncke Earage Statistics, 1969,"

• CAA Report to Dapt.

of Ecusin; and Urlan Deve10prent.

Stepp, J. C.'(1971), "An Investi;ntira of Earthqua%e 318 in :Se ruset Scuad *.rca by se of the y c I Dis t ribut ic a cf !.ar3ca t Entre- 2," ,

Th.D. 01:esis , Pcnn syl canJ 1 State Uni.ersity, P:pt. of '. : c ie n : e.? .

Stepp, J. C. (19 71) , "/- > lysis o f Cc pletcnc es c.f the Ea r thqu /.e "-- ic l in the Pu;ct Sound Area :nd its Ef fect en Statistical Fsti:utca cf Parth-

! quakc Er ard," Proc. Internaticnal Ccnf. en icrencn .tica for Ca fer l Ccnstruc t ica Rese arch cnd Appli ca t ien , Sca tti a , '.'anhi a_ran p p c? ?-9 0, I

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l DR. P. T. KUD Education Ph.D., Civil Engineering, Rice University,1974 M.S. , Civil Engineering, North Dakota State University,1966 Dipicma, Civil Engineering, Taipei Institute of Technology,1952 Emoloyment History 1975 - Present Structural Engineer, NRC 1973 - 1975 Engineering Specialist, Bechtel Power Corp.

1971 - 1973 Senior Engineer, Bechtel Power Corp.

1965 - 1967 Senior Design Engineer, Cushing'& Nevill Technical Design Corp. on Contract to Ebasco Services, Inc.

1965 - Designer, John A. Mackel and Associates 1961 - 1965 Assistant Engineer, Keelung Harbor Bureau 1960 - 1961 Assistant Engineer, Tawian Water Ccnservancy Bureau i

Publications (Partial List) -

" Torsional Effects in Structures Subjected to Propacating Ground Motions," Ph.D. Thesis,1974.

" Response of Structures to Propagating Ground Motions," 5th European Ccnference on Earthcuake Engineering, 1975 with A.S. Veletsos and M.0. Erdik.

" Seismic Analysis of Structures and EcuipTent for Maclear Power Plants," Bechtel Tcpical Report, BC-TOP-4A,1974, with N. C. Tsai, et al.

" Coupled Lateral and Torsicnal Response of Nuclear Power Plants Under Earthquake Excitaticr.s," presented at Seccnd Internt ior.al Conferance on Structural Mechanics in Reactor Technology, Eerlin, West Germsny,1973.

" Survey of Seismic C2 sign Data for Nuclear Peuer Plants," Proceedia 3 of the 5th World Confererce en Earthquake Er.gir.eering,1972, with D. S. Mehta.

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