•

..

BIB L I OGR AP H Y

by

Timothy J .. J?wYer....

Fritz Engineering Laboratory Report No. 237.18

•

I N T ROD U C T ION

This Bibliography contains published and unpublished

technical reports that have been issued on the current research

projects at the Fritz Engineering Laboratory.

The reader is referred to the companion report,

CURRENT RESEARCH PROJECTS (237.17), for a description of the

research at Fritz Engineering Laboratory.

Fritz Engineering,Laboratory

,Department of Civil Engineering

Lehigh University

Bethlehem, Pa.

February 1962

•

•

Project No.

205

205A

20SC

20SE

20SH

220A

223

248249

251

256

268

269

271

272

273

276

277

278

279

280

281*

283*

284

285

286*

287

288*

289*

290*

291*

292*

293*

TAB LEO F CON TEN T S

Title

WELDED CONTINUOUS FRAMES AND THEIR COMPONENTS

COLUMNS IN CONTINUOUS FRAMES

CORNER CONNECTIONSINELASTIC INSTABILITY

LATERAL BRACING REQUIREMENTS

RESIDUAL STRESS & COMPRESSIVE PROPERTIES OF STEEL

PRESTRESSED CONCRETE BRIDGE MEMBERS

BUILT-UP MEMBERS IN PLASTIC DESIGN

RESIDUAL STRESSES AND WELDED COLUMNS

WELDED PLATE GIRDERS

CONTINUOUS CONCRETE PAVEMENTS

ROTATION CAPACITY REQUIREMENTS

RESIDUAL STRESSES AND A242 STEEL COLUMNS

LARGE BOLTED JOINTS

HIGH-STRENGTH STEEL "T-1"

MULTI-S'IDRY FRAMES

FRAME STABILJITY

DREDGE PUMP EFFICIENCY

RESTRAINED COLUMNS

COMPOSITE DESIGN FOR BUILDINGS

. SPUR DIKES' FOR BRIDGE ABUTMENTS

POZZOLANICREACTIONS ON COMMON SOIL MINERALS

DREDGE PUMP DESIGN

FATIGUE OF USS "T-1" S'EEEL

·FATIGUE OF COMPOSITE BEAMS

COLUMNS REINFORCED BY WELDING COVER PLATES

DESIGN OF BEAM COLUMNS

LARGE BOLTED CONNECTIONS - HIGH STRENGTH STEELS

BAR-MAT LAP FAILURES IN. PAVEMENTS

WELDED AND ROLLED "T-1" COLUMNS

COMPOSITION OF SHIP STEELS

BEARING CAPACITY OF CAISSONS

GRAVITY WAVES IN CONSTRICTIONS

*As of 2/62 (no reports)

REPORTS ON PROJECT 205: WELDED CONTINUOUS FRAMES AND THEIR COMPONENTS

205-1

+ 203.3

205.B

205.C

205.D

205.F

205 .. H

205. I

205.J

Luxion, W: and Johnston, B. G,PLASTIC BEHAVIOR OF WIDE FLANGE BEAMS,

'We1ding Journal, 27 (11), p. 538-s, (1948), Reprint No. 63

Yang, C. H.PLASTIC BEHAVIOR OF CONTINUOUS BEAMS, Lehigh University, (1949)

Chen, C. H.STRENGTH OF COLUMNS UNDER COMBINED BENDING AND COMPRESSION,Lehigh ·Vniversity, (1949)

Ruzek, J. M. and Topractsoglou, A. A.TEST OF A RIGID FRAME KNEE, Lehigh University, (1949)

Beedle, L. S.GENERAL SUMMARY REPORT, Lehigh University, (1949)

Beedle, L. S. and Yang, C. H.DISCUSSION OF "FLEXURE OF I-SECTION ABOVE PLASTIC RANGE",Lehigh University, (1950)

Project StaffSPECIAL SEMI-ANNUAL REPORT 10 SUBCOMMITTEE, Lehigh University,(1950)

Project StaffANNUAL REPORT, Lehigh University, (1951)

* 205.2

205.13

Beedle, L. S.; Ready, J. A. and Johnston, B. G.TESTS OF COLUMNS UNDER COMBINED THRUST AND MOMENT,Proc. SESA, 8 (1), p. 109, (1950), Reprint No. 72

Proj ec t StaffSUMMARY REPORT, Lehigh University, (1951)

. -~.. .'

* 205.14 Johnston, B. G.; Yang, C. H: and B~edle, L. S.AN EVALUATION OF PLASTIC ANALYSIS AS APPLIED 10 STRUCTURAL DESIGN,Welding Journal, 32 (5), p. 224-s, (1953), Reprint No. 87

..

...

+ Published paper from previous investigation, reprints no longer available* Published paper, reprints nqt available** Published paper, reprints available

1ft Avai lable from AISCf= Also published as part of the symposium "PLASTIC STRENGTH OF STRUCTURAL

MEMBERS", Trans. ASCE, 120, p. 1028 (1955)

..

237.18

205.15

* 205.18

* ·205.23

205.25

* 205.26

*. 205.28

205.29

* 205.31

II 205.32

* 205.34

** 205.36

205.40

205-2

Knudsen, K. E.ABSTRACT TRANSLATION OF MAIER-LEIBNITZ'S'tONTRIBUTION TO THEPROBLEM OF ULTIMATE CARRYING CAPACITY OF SIMPLE AND CONTINUOUSBEAMS OF STRUCTURAL STEEL AND TIMBER",Lehigh University, (1950)

Beedle, L. S.RESEARCH ON RIGID FRAMES, Proc. AISC National EngineeringConference, p. 21 (1952), Reprint No. 79

. Beedle, L. S. and Johnston, B. G.RULES OF PRACTICE IN. PLASTIC DESIGN, Lehigh University, (1954)

Beedle, L. S.RECENT TESTS OF RIGID FRAMES, Proc. AISC National EngineeringConference, p. 13 (~954), Reprint No. 97

Project StaffSUMMARY REPORT, Lehj;gh:University, (1954)

Beedle, L. S.PLASTIC STRENGTH OF STEEL FRAMES, Proc. ASCE, Separate 532,80 (August 1955), Trans. ASCE, 122, p. 1139 (1957), ReprintNo. 102

Ketter, R. L. and Thurlimann, B.CAN DESIGN BE BASED ON ULTIMATE STRENGTH?Civil Engineering, 25 (1), p. 59 (January 1955), Reprint No. 100

Thurlimann, B.ANALYSIS OF FRAMES FOR ULTIMATE STRENGTH, Lehigh University,( 1955)

Ketter, R. L.THE USE OF MODELS IN PLASTIC DESIGN, Proc. AISC NationalEngineering Conference, p. 35 (1955), Reprint No. 116

Beedle, L. S.; Thurlimann, B. and Ketter, R. L.PLASTIC DESIGN IN STRUCTURAL STEEL, Summer Course LectureNotes, Lehigh University, AISC Publication (1955)

Beedle, L.. S.PRACTICAL APPLICATIONS OF PLASTIC DESIGN IN STRUCTURAL STEEL,Proc. SEAOC, (October 1955)

Driscoll, G. C., Jr. and Beedle, L. S.THE PLASTIC BEHAVIOR OF STRUCTURAL MEMBERS AND FRAMES,Welding Journal, 36 (6), p. 275-s (1957), Reprint No. 115

Project StaffSUMMARY REPORT, Lehigh University, (1956)

•

237,18

* 205.41

II 205.42

,

205.46

205.48

* 205.49

** 205,50

** 205.53

205-3

Ketter, R, L.DISCUSSION OF "ELASTIC-PLASTIC DESIGN OF SINGLE-SPAN BEAMS ANDFRAMES", by H, A, Sawyer, Proc. ASCE, 82 (ST4) , p, 1024-11,(1956), Reprint No, 109 '

Beedle, L. S.DISCUSSION OF "ELASTIC-PLASTIC'DESIGN OF SINGLE-SPAN BEAMS ANDFRAMES", by H. A. Sawyer, Proc. ASCE, 82, (ST4) , p, 1024-11,(1956), Reprint No, 109

Thurlimann, B.SIMPLE PLASTIC THEORY, Proc. AISC National Engineering

,Conference, p. 13 (1956), Reprint No. 110

Ketter, R. L.ANALYSIS AND DESIGN EXAMPLES, Proc. AISCNationa1 EngineeringConference, p. 19 (1956), Reprint No, 110

Beedle, 1. S.EXPERIMENTAL VERIFICATION OF PLASTIC THEORY, Proc, AISC NationalEngineering Conference, p. 36 (1956), Reprint No. 110

Driscoll, G. C., Jr.TEST OF TWO-SPAN PORTAL FRAME, Proc. AISC National EngineeringConference, p. 74 (1956), Reprint No. 110

Thurlimann, B.MODIFICATIONS TO "SIMPLE, PLASTIC THEORY", Proc. AISC NationalEngineering Conference, p. 50 (1956), Reprint No. 110

Beedle, 1. S.GRADUATE STUDIES IN PLASTIC ANALYSIS AND DESIGN, ASEE CivilEngineering, Bulletin 22 (1), p. 8 (December 1956), ReprintNo. 114

Ketter, R. L.PLASTIC DESIGN OF MULTI-SPAN RIGID FRAMES, Lehigh University,(1956)

Ketter, R, L.PLASTIC ANALYSIS AND DESIGN AT THE UNDERGRADUATE LEVEL, ASEECivil Engineering, Bulletin 22 (1), p. 7 (December 1956), Reprint

,No. 114

Thur limann, B.PLASTIC PESIGN OF STRUCTURAL. STEEL, The Engineering Journal,Canada, (February 1957), Reprint No. 113

WRC-ASCECOMMENTARY ON PLASTIC DESIGN IN STEEL: BASIC CONCEPTS, (ProgressReport 1), Proc. ASCE, 85 (EM3) , p. 1, (1959), Reprint No. 141

..

237.18

** .205.53(cont'd)

205-4

WRC-ASCECOMMENTARY ON PLASTIC DESIGN IN STEEL: GENERAL PROVISION AND'EXPERIMENTAL VERIFICATION, (Progress Report 2) , Proc. ASCE, 85(EM3)~ p. 27, (1959), Reprint No. 141

•

..

** WRC-ASCECOMMENTARY ON PLASTIC DESIGN IN STEEL: ADDI.TIONALDESIGNCONSIDEAATIONS - I, (Progress Report. 3), Proc. ASCE, 85 (EM4) ,p. 65, (1959), Reprint No. 152

** WRC-ASCECOMMENTARY ON PLASTIC DESIGN IN STEEL: ADDITIONAL DESIGN.CONSIDERATIONS - II, (Progress Report 4), Proc. ASCE, 85 (EM4) ,p. 65, (1959), Reprint No. 152

* WRC-ASCECOMMENTARY ON PLASTIC DESIGN IN STEEl.: COMPRESSION. MEMBERS,(Progress Report 5), Proc. ASCE~ 86 (EM1) ,po 117, (1960),Reprint No. 157

** WRC-ASCE_COMMENTARY ON PLASTIC DESIGN IN STEEL: CONNECTIONS, (ProgressReport 6), Proc. ASCE, 86 (EM2)~ p. 107~ (1960), Reprint No.160

** WRC-ASCECOMMENTARY ON PLASTIC DESIGN IN STEEL: DEFLECTIONS, (ProgressReport 7), Proc. ASCE, 86 (EM2) , p. 141, (1960)" Reprint No. 160

WRC-ASCECOMMENTARY ON PLASTIC DESIGN. IN STEEL: CLOSURE ~ ASCE Manual41, 87 (ST8) , p. 241, Reprint No. 191

** .205.56:·" Ketter, R.-L.PLASTIC DESIGN OF PINNED-BASE GABl,.E FRAMES, Welding ResearchCouncil Bulletin Series ,. No. 48, (1959), Reprint No. 134

205.58 Project StaffSUMMARY REPORT~ LehighUniversity~ (1957)

..

** 205.61

** 205.62

205.63

Ketter, R. L. and Yen, B. T.PLASTIC 'DESIGN OF PINNED-BASE "LEAN-TO" FRAMES~ Welding, ResearchCouncil Bulletin Series, No. 53, (1959) ~ Reprint No. 145

Beedle, L. S.PLASTIC DESIGN OF STEEL STRUCTURES,_ AISI Regional TechnicalMeeting~ Phi1ade1phia~ (November 1958), Reprint No. 127

Project StaffSUMMARY REPORT~ Lehigh University, (1958)

•

'.,

237.18

205.65

** 205.66

205.67

205.68

205.69

* 205.70

205.71

205.72

205.73

205.74

205-5

Pro j ec t StaffWELDED CONTINUOUS FRAMES AND THEIR COMPONENTS - BIBLIOGRAPHY,Lehigh University, (1959)

"Thurlimann, B.NEW ASPECTS CONGERNING INELAS~IC INSTABILITY OF STEEL STRUCTURES,Proc. ASCE, 86 (ST1) , p. 99, (January 1960), Reprint No. 154

Ketter, R. L.DISCUSSION OF "SINGLE STORY FRAMES by J. Heyman", Bri tishWelding Journal, 4 (1), p. 32, (January 1957), Reprint No. 149

Pro j ec t StaffSUMMARY REPORT, Lehigh University, (1959)

Oja1vo, M., DISCUSSION OF "THE PLASTIC METHOD OF DESIGNING STEEL STRUCTURES

by J. F. Baker", Proc. ASCE, 85 (ST9) , p. 89, (1959), ReprintNo. 151

Beedle, L. S.ON THE APPLICATION OF PLASTIC DESIGN, Proc. Second Symposiumon Naval Structural Mechanics (1960), Reprint No., 168

Recchio, D. A.PLASTIC DESIGN OF PINNED-BASE SAW-TOOTH FRAMES, M. S. Thesis,Lehigh University, (1960)

Beedle, L. S. and Hansell,. W. C.PLASTIC DESIGN IN ACTION, AISC-USC Symposium "Structural SteelProgress and Performance", (May 1961)

Drisco~l, G. C., Jr.; Galambos, T. V.; Beedle, L. S.DISCUSSION OF 'WEAKNESSES OF THE THEORY OF PLASTIC DESIGN byA. Hrennikoff", Lehigh University, (May 1961)

Driscoll, G. C., Jr.SELECTED BIBLIOGRAPHY ON PLASTIC DESIGN FOR STRUCTURAL ENGINEERS,ASCE Task Conuni ttee Report on "Structural Design Methods",Lehigh University, (October 1961)

237.18

REPORTS ON PROJECT 205A: COLUMNS IN CONTINUOUS FRAMES

205A-l

•

205A.l Kette~, R. L. and Beedle,. L. S.SOME RESULTS OF COLUMN TESTS AND PROPOSED. PROGRAM, LehighUniversi ty, (1950)

205A.4 Ketter, R. L. and Beedle, L. S.INTERACTION CURVES FOR COLUMNS (COMBINED THRUST AND MOMENT),Lehigh University, (1951)

205A.6 Ketter~ R. L.; Beedle,. L. S. and Johnston, B. G.COLUMN STRENGTH UNDER COMBINED BENDING AND THRUST, WeldingJournal, 31 (12), p. 607-s, (1952), Reprint No. 81

205A.10 Ketter, R. L. and Beedle, L. S.THE MOMENT-CURVATURE RELATION FORWF COLUMNS, Lehigh University,(1952)

205A.ll Ketter, R. L. and Beedle, L. S.MOMENT ROTATION;CHARACTERISTICS OF BEAM-COLUMNS I LehighUniversity, (1952)

* 205A.12 Ketter, R. L.; Kaminsky, F. L. and Beedle"L. S. FPLASTIC DEFORMATION OF WIDE"FLANGE BEAM-COLUMNS , Proc. ASCE ISeparate 330,79, (1953), (also ASCE Trans. Vol. 120, p. 1019,(1955), Reprint No. 91

** 205A;14 Ketter~ R. L.STABILITY OF BEAM-COLUMNS ABOVE THE ELASTICLIMITIProc. ASCE 1

Separate 692, 81 1 (1954), Reprint No. 103

205A.15 Ketter, R. L. and Beedle, L. S.DISCUSSION OF "STRENGTH OF COLUMNS ELASTICALLY RES~INED ANDECCENTRICALLY LOADED" by Fisher,. Bijlaard and Winter , Proc. ASCE 1

Separate 532, 80, (1954)

205A.19. Galambos, T. V. and Ketter, R. L.FURTHER STUDIES ON THE STRENGTH OF COLUMNS UNDER COMBINED BENDINGAND THRUST, Lehigh University, (1957)

* 205A.20 Galambos, T. V. and Jones, J.GERMAN BUCKLING SPECIFICATIONS, TRANSLATIONS OF GERMAN BUCKLINGSPECIFICATIONS (July 1952)1 Lehigh University, CRC Bulletin,(June 1957), Reprint No. 166

•

,.,

* 205A.2l Galambos"T. V. and Ketter, R. L.COLUMNS UNDER COMBINED BENDING AND THRUST, Proc. ASCE, 85 (EM2) ,p. 1, (1959), (also ASCE Trans. Vol. 126, (1961), Reprint No. 136

205A.23 Galambos, T. V.INELASTIC LATERAL-TORSIONAL BUCKLING OF WIDE F~GE BEAM COLUMNS,Ph. D. Dissertation, Lehigh University,' (959)

237.18 205A-2

•

....

* 205A.25 Galambos, T. v.DISCUSSION OF "STABILITY CONSIDERATIONS IN. THE DESIGN OF STEELCOLUMNS 'I , by C. Massonnet"Proc. ASCE, 86 (ST3) , po 37, (March1960), Reprint No. 158

205A.27 Galambos, T. V.REPORT TO COMMI TTEE E OF THE COLUMN RESEARCH COUNCIL ON·THE"CRC-INTERACTION EQUATION'.', Lehigh University (1960)

205A.28 Galambos, T. v.INELASTIC LATERAL BUCKLING OF BEAMS, Lehigh University, (1960)

205A.29 Grigoriadis, M.TRANSLATION OF THE PAPER BY C. MASSONNET AND F 0 CAMPUS ENTI TLED"RECHERCHES SUR LE FLAMBEMENT DE COLUMNES EN ACIER A-37, APROFIL EN DOUBLETE SOLLICITEES, OBLIQUEMENT", May 1960~

(one copy in Library of Fritz Lab)

,205A.30 Van Kuren, R. C. and Galambos, T. V.BEAM COLUMN EXPERIMENTS, Fritz Laboratory Report, July 1961

237.18

REPORTS ON PROJECT 205C: CORNER CONNECTIONS

205C-l

•205C.5

* 205C.6

Topractsoglou, A. A.CONNECTIONS FOR WELDED. RIGID POR~.FRAMES, Ph.D. Dissertation,Lehigh University, (1950)

Topractsoglou, A. A.; Beedle, 1. S. and Johnston, B. GoCONNECTIONS FOR.WELDEP CONTINUOUS PORTAL FlU\MES, Welding Journal,30 (7), p. 359-s,.30 (8), po 397-s and 31 (11), p. 543-s (1951­1952), Reprint No. 80

205C14 Beedle, Lo S.ELASTIC PLASTIC AND COLLAPSE CHARACTERISTICS OF STRUCTURAL

. WELDED CONNECTIONS, Ph. D. Dissertation, Lehigh University,1952)

** 205Co15 Topractsoglou, A. A. and Beedle"L. S.FURTHER STUDIES OF WELDED CORNER CONNECTIONS, Welding Journal,34 (7),p. 348-s, (1955), Reprint No. 104

205C.20 Smith, J. E.BEHAVIOR OF TAPERED HAUNCHED CONNECTIONS, Lehigh University,(1956)

* 205C.2l Fisher, J. W.; Driscoll, G. C., Jr. and Schutz,. F. W., Jr.BEHAVIOR OF WELDED. CORNER CONNECTIONS, Welding Journal, 37 (5),p. 2l6-s, (1958), Reprint No. 122

205C.22 Fisher, J. W.PLASTIC ANALYSIS OF HAUNCHED CONNECTIONS, Lehigh University,( 1958)

** 205C.23 Fisher, J. W. and Driscoll, G. C., Jr.CORNER CONNECTIONS LOADED IN TENSION, Welding Journal, 38 (11),p. 425-s, (1959)" Reprint No. 140

*205C.24 Fisher, J. W.; Driscoll, G. C., Jr. and Beedle, L. S.PLASTIC ANALYSIS AND DESIGN OF SQUARE RIGID:FRAME :KNEES,

. Welding Research Council Bulletin Series" No 0 39 ,(April 1958),Reprint No. 123

205C.25 Fisher, J. W.; Lee, G. C. and Driscoll, G. C., Jr.PLASTIC ANALYSIS OF TAPERED-HAUNCHED CONNECTIONS, Lehigh University,(1961)

205C.26 Fisher, J. W.; Lee, G. C. and Driscoll, G. C., Jr.PLASTIC ANALYSIS OF CURVED KNEE CORNER CONNECTIONS, LehighUniversity, (1961)

205C.27 Lee, G. C.; Fisher,.J. W. and Driscoll, G. C., Jr.BEHAVIOR OF HAUNCHED CORNER CONNECTIONS, Lehigh University, (1962)

..

237.18

REPORTS ON PROJECT 20SE: INELASTIC INSTABILITY

205E-1

•205E,1

205E.3

205E.5

205E.6

** 205E.7

205E.8

* 205E.9

Yang, C, H. and Beedle, L. S.INELASTIC LOCAL BUCKLING OF WF SECTIONS, Lehigh University,(1952)

Thur1imann~ B. and Haaijer, G,BUCKLING OF STEEL ANGLES IN, THE PLASTIC RANGE, Lehigh University,(1953)

Haaijer, G. and Thur1imann, B, ,LOCAL BUCKLING OF WIDE-FLANGE SHAPES, L~high University, (1954)

Haaijer, G.LOCAL BUCKLING OF WF SHAPES IN THE PLASTIC RANGE"Ph,D,Dissertation~ Lehigh University, (1956)

Haaijer, G,PLATE BUCKLING IN; THE STRAIN-HARDENING RANGE, Proc. ASCE, 83(EM2) , p. 1212, (1957), (also Trans. ASCE" Vol. 124, p. 117,(1959), Reprint No. 118

White, M. W,THE LATERAL-TORSIONAL BUCKLING OF YIELDED STRUCTVRAL STEELMEMBERS"Ph.D. Dissertation, Lehigh University, (1956)

Haaijer, G. and Thur1imann, B.ON INELASTIC BUCKLING IN STEEL, Proc, ASCE, 84 (EM2) , p, 1581,(also Trans. ASCE, VoL 125, p. 308, (1960), Reprint No. 124

..

205E,11 Kusuda, T.; Sarubbi, R. C. and Thurlimann, B.BRACING OF BEAMS IN PLASTICALLY DESIGNED STEEL STRUCTURES ~

Lehigh University, (1960)

205E.12 G. C. Lee and Galambos, T. V.THE POST BUCKLING,STRENGTH OF WIDE-FLANGE BEAMS, LehighUniversity, (June 1961)

237.18

REPORTS ON PROJECT 205H: LATERAL BRACING REQUIREMENTS

205H-l

.. ,~* 205H.2 Lee, G. C.A SURVEY OF LITERATURE ON THE LATERAL INSTABILITY OF BEAMS,Welding Research Council Bulletin No. 63, (August 1960),Reprint No. 163

'.

..

205Ho3A Lee, G. C.PRELIMINARY REPORT ON TESTS OF LATERAL BRACING,REQUIREMENTS,Lehigh University, (1960)

205H.4 Lee, G. C. and Ueda, YoSURVEY ON LATERAL' BUCKLING EXPERIMENTS,' Lehigh University, (1960)

205H.5 Lee, Go C.INELASTIC LATERAL INSTABILITY OF BEAMS AND THEIR BRACINGREQUIREMENTS, Ph. D. Dissertation, Lehigh University, (1960)

205H.7 Lee, Go C.PROPOSAL FOR FURTHER TESTS ON THE LATERAL BRACING REQUIREMENTSOF BEAMS, Lehigh University, (January 1961)

237.18 220A-l

REPORTS ON PROJECT 220A: RESIDUAL STRESS AND THE COMPRESSIVE PROPERTIES OF STEEL

"

220A.6

220A.7

220A.8

** 220A.9

Huber, A. W. and Ketter, R. L.EXPERIMENTAL RESULTS OF THE INFLUENCE OF RESIDUAL STRESS ONCOLUMN STRENGTH, Lehigh University, (August 1952)

Huber, A. W. and Beedle, L. S.FURTHER RESULTS ON THE INFLUENCE OF RESIDUAL STRESS ON COLUMNSTRENGTH, Lehigh University, (December 1952)

Beedle, L. S.INELASTIC BUCKLING OF CONCENTRICALLY LOADED COLUMNS, LehighUniversity, (April 1953)

Huber, A. W. and Beedle, Lo SoRESIDUAL STRESS AND THE COMPRESSIVE STRENGTH OF STEEL (FinalReport on Pilot Program) Welding Journal, 33 (12), p. 589-s,.(December 1954), Reprint No. 96

220A.10 Huber, A. Wo and Beedle, Lo S.DETAILS OF PHASES OF GENERAL INVESTIGATION, Lehigh University,(May 1953)

220Aoll Huber, A. W.SUMMARY REPORT ON PILOT PROGRAM, Lehigh University, (January 1954)

220A.12 Beedle, L. S.BASIC COLUMN STRENGTH, Lehigh University, (May 1954)

220A.14 Gozum, A. To and Huber, Ao W.MATERIAL PROPERTIES, RESIDUAL STRESSES AND COLUMN STRENGTH,Lehigh University, (May 1955)

220A.15 Gozum, A. ToCOUPON TESTING, Lehigh University, (July 1954)

220Ao16 Huber, A. W.CROSS SECTION TEST, Lehigh University, (June 1954)

220Ao17 Huber, A. W.RESIDUAL STRAIN MEASUREMENT, Lehigh University, (June 1954)

220A.19 Beedle, L. SoHIGH STRENGTH STEELS - COLUMN STRENGTH (Letter Report), LehighUniversity, (May 1955)

220A.20 Fujita, YoTHE MAGNITUDE AND DISTRIBUTION OF RESIDUAL STRESS. LehighUniversity, (June 1955)

* 220A.2l Huber, Ao W. and Beedle, L. S.DISCUSSION OF "EFFECTS OF RESIDUAL STRESSES IN WELDED STRUCTURES",by G. M. Boyd, Welding Journal, 34 (11), po 575-s, (November 1955)

237.18

220A.22

220A.23

** 220A.24

220A-2

Huber, A. W.THE INFLUENCE OF RESIDUAL STRESS ON THE INS~BILITY OF COLUMNS,Dissertation, Lehigh University, (May 1956)

Huber, A. W.SUMMARY OF IMPORTANT FINDINGS ON RESIDUAL STRESS AND COMPRESSIVEPROPERTIES OF ROLLED WF COLUMNS, Lehigh University, (May 1956)

Huber, A. W.FIXTURES FOR TESTING PIN-END COLUMNS, ASTM Bulletin 234,(December 1958), Reprint No. 133

..

•

220A.25 Huber, A. W.RESIDUAL STRESSES IN WIDE FLANGE BEAMS AND COLUMNS, LehighUniversity, (July 1956), revised (December 1958)

220A.26 Huber, A. Wo; Tall, Lo and Beedle, L. SoINFLUENCE OF RESIDUAL STRESS ON THEINS~ILITY OF AXIALLYLOADED COLUMNS, ,Lehigh University, (November 1956)

220A027 Beedle, L. S. and Huber, A. W.RESIDUAL STRESS AND THE COMPRESSIVE PROPERTIES OF STEEL - ASUMMARY REPORT, Lehigh University, (July 1957), revised(November 1957)

220A.28 Tall, L.MATERIAL PROPERTIES OF STEEL, Lehigh University, (June 1957)

** 220A.29 Ketter, R. L.THE INFLUENCE OF RESIDUAL STRESSES ON THE STRENGTH OF STRUCTURALMEMBERS, Welding Research Council Bulletin 44, (November 1958),Reprint Noo 132

** 220A.31 Huber, A. W. and Ketter, Ro LoTHE INFLUENCE OF RESIDUAL STRESS ON THE CARRYING CAPACITY OFECCENTRICALLY LOADED COLUMNS, IABSE Publication, 18, p. 63,Zurich, (1958), Reprint No. 135

Thurlimann, B.DER EINFLUSS VON EIGENSPANNUNGEN AUF DAS KNICKEN VONSTAHLSTUTZEN" Schweizer Archiv fUr Angewandte Wissenschaftund Technik, Heft 12, (1957)

220A.33 Tall,L; and Ketter, R. LoON THE YIELD PROPERTIES OF STRUCTURAL STEEL SHAPES, LehighUniversity, (November 1958)

** 220A.34 Beedle, L. S. and Tall, L.BASIC COLUMN STRENGTH, Proco ASCE, 86 (ST7) , p. 139, (July 1960),Reprint No. 161. (Closure to discussion appears in Proc. ASCE,87 (ST7), po 245, (October 1961)

220A.35 Tall, L.; Huber, A. Wo and Beedle, L. S.RESIDUAL STRESS AND THE INSTABILITY OF AXIALLY LOADED COLUMNS,Colloquium of the International Institute of Welding, Liege,Belgium, (June 1960)

..

..

•

237018

. 220A.36

220A'~3

Tall, 1.STUB COLUMN TEST PROCEDURE~ Lehigh University~ (February 1961) .Presented at the Annual Meeting of Comrrdssion X, I.IoW. ~ NewYork, (April 1961). Accepted as Class C document, to be studiedand revised, and in fina1·form to be the standard procedure ofthe I.LW .

237.18

REPORTS ON PROJECT 223: PRESTRESSED CONCRETE'BRIDGE MEMBERS

223-1

•

,

..

223.1

223.2

223.3

* 223.4

* 223.5

223.6

223.7

* 223.8

** 237.7

* 223.9

* 223.10

Mayo, R.; Lore, F.; Loewer, A. C., Jr. and Eney, W. J.A COMPARISON BETWEEN ORDINARY REINFORCED AND PRESTRESSEDREINFORCED CONCRETE BEAMS, (Progress Report No.1), LehighUniversity, (February 1952)

Mayo, R.; Loewer, A. C. ,Jr. and Eney, W. J.TEST OF A PRETENSIONED PRESTRESSED. CONCRETE BEAM CON~INING

5/16-INCHDIAMETER BONDED STRAND, (Progress Report No.2), LehighUniversity, (June 1952)

Smis1ova, A.; Loewer,. A. C., Jr. and Eney, W. J.TEST OF A PRETENSIONED PRESTRESSED CONCRETE BEAM, (ProgressReport No.3), Lehigh University, (1952)

Smis1ova, A.; Loewer, A. C., Jr. and Eney, W. J.USING SR-4 GAGES 10 MEASURE STRAINS IN WIRE STRAND, (ProgressReport No.4), Product Engineering, (April 1953), Reprint No. 88

Knudsen, K. E. and Eney, W. J.ENDURANCE OF A FULL-SCALE PRETENSIONED CONCRETE MEMBER,(Progress Report No.5), Proc. Highway Research Board, 36,(1957), Reprint No. 105

Smis1ova, A.; Brown, D. H., Jr.; Roes1i, A. and Eney, W. J.ENDURANCE OF A FULL-SCALE POST-TENSIONED CONCRETE MEMBER,(Progress Report No.6), Lehigh University, (May 1954) "

Brown, D. H.; Knudsen, K. E. and Eney,. W. J.BOND OF PRESTRESSED STRANDS, (Progress Report No.7), LehighUniversity, (September 1953)

Roes1i, A.; Loewer, A. C., Jr. and Eney, W. J.MACHINE TO APPLY REPEATED LOADS 10 LARGE FLEXURAL MEMBERS,(Progress Report No.8), ASTM Bulletin 1.96, (February 1954),Reprint No. 94

Thur1imann, B. and Eney, W. J.MODERN INSTALLATION FOR TESTING LARGE ASSEMBLIES UNDER STATICAND FATIGUE LOADING, Proc. SESA, (1959), Reprint No. 147

Roesli, A.; Smis1ova, A.; Ekberg, C. E., Jr. and Eney, W. J.FIELD TESTS ON A PRESTRESSED CONCRETE MULTI-BEAM BRIDGE,(Progress Report No.9), Proc. Highway Research Board, 35,(1956), Reprint No. 117

Roesli, A.LATERAL LOAD DISTRIBUTION IN MULTI~BEAM BRIDGES, (ProgressReport No. 10), Published as liTHE ANALYSIS OF PRESTRESSED MULTI­BEAM BRIDGES AS ORTHOTROPIC PLATES II , co-author, Walther, R.,Proc. World Conference on Prestressed Concrete, San Francisco,(July 1957), Reprint No. 130

237,18 223-2

223,11 Smis1ova, A,. STAT1C, TESTS ON PRESTRESSED CONCRETE BEAMS USING 7/16:-INCH

STRANDS, (Progress Report No, 11), Lehigh University, (June 1955)

223.12 Deb1y, L. J,STATIC TESTS ON, PRESTRESSED CONCRETE BEAMS USING 7/16-INCHSTRANDS, (Progress Report No, 12), Lehigh University, (September1955)

223.13 Deb1y, L, J,STATIC TESTS ON PRESTRESSED CONCRETE BEAMS USING 7/16-JNCHSTRANDS, (Progress Report No, 13), Lehigh University, (June 1956)

223,14 Walther, R. E.INVESTIGATION OF MULTI-BEAM BRIDGES, (Progress Report No. 14),Proc. ACI, 29 (6) December 1957, Reprint No, 128

223,15 Ekberg, C. E" Jr.; Walther, R, E. and Slutter, R. G.FATIGUE RESISTANCE OF PRESTRESSED CONCRETE BEAMS IN BENDING,(Progress Report No, 15), Proc. ASCE, 83 (ST4) , (July 1957),Reprint No. 119

223.16 Dinsmore, G. A. and Deutsch, P. L.ANCHORAGE CHARACTERISTICS OF STRAND IN PRETENSIONED PRESTRESSEDCONCRETE, (Progress Report No. 16), Lehigh University, (July 1957)

223.17 Walther, R. E.THE ULTIMATE STRENGTH OF PRESTRESSED AND CONVENTIONALLY REINFORCEDCONCRETE UNDER THE COMBINED ACTION OF MOMENT AND SHEAR, (ProgressReport No. 17), Lehigh University, (May 1958)

223.17A Walther, R. E.SHEAR STRENGTH OF PRESTRESSED CONCRETE BEAMS, (Progr~ss ReportNo. 17A) , World Conference on Prestressed Concrete, (May 1958)

223.18 Walther, R. E. and Warner, R. F.ULTIMATE STRENGTH TESTS OF PRESTRESSED AND CONVENTIONALLYREINFORCED CONCRETE BEAMS IN COMBINED BENDING AND SHEAR, /(Progress Report No. 18), Lehigh University, (Septem~er 1958)

223.19 Dinsmore, G. A.; Deutsch, P, L, and Montemayor, J. L.ANCHORAGE AND BOND IN PRETENSIONED PRESTRESSED CONCRETE MEMBERS,(Progress Report No. 19), Lehigh University, (December 1958)

223.20 Warner, R. F.THE CALCULATION OF FLEXURAL STRESSES IN A PRESTRESSED CONCRETEMEMBER, (Progress Report No. 20), Lehigh University, (November1958)

•223.21 Lane, R. E. and Ekberg, C. E., Jr •

REPEATED LOAD TESTS ON 7 WIRE PRESTRESSING STRANDS, (ProgressReport No. 21), Lehigh University, (January 1959)

237.18

223.22

223.23

223.24

240.S6

223.S8

223.S9

223-3

McClarnon, F.; Wakabayashi, M. and Ekberg, C. E. Jr.FURTHER INVESTIGATION IN'IO THE SHEAR STRENGTH OF PRESTRESSEDCONCRETE BEAMS WITHOUT WEB REINFORCEMENT, (Progress Report No. 22),Lehigh University, January 1962

Nasser, K. W.STATIC AND FATIGUE TESTS OF A 30 FOOT COMPOSITE PRESTRESSEDCONCRETE BEAM, (Progress Report No. 23), Lehigh University,March 1961

Warner, R. F.PROBABLE FATIGUE LIFE OF PRESTRESSED CONCRETE FLEXURAL MEMBERS,Ph. D. Dissertation, Lehigh University, (September 1961)

Slutter, R. G. and Ekberg, C. E., Jr.STATIC AND FATIGUE TESTS ON PRESTRESSED CONCRETE RAILWAY SLABS,(Special Report No.6), AREA Bulletin No. 544, (June-July 1958)

Ekberg, C. E., Jr. and Warner, R. F.PRESTRESSED CONCRETE RESEARCH AT LEHIGH UNIVERSITY 1952-1958,(Special Report No.8), Lehigh University, (March 1959)

Nasser, ·K. W. and Ekberg, C. E., Jr.STATIC AND FATIGUE TEST OF A 70 FOOT COMPOSITE PRESTRESSEDCONCRETE BEAM, (Special Report No.9), Lehigh University,(April 1959)

., 223.S10 Assimocoupo1os, B.; Warner, R. F. and Ekberg, C. E., Jr •HIGH SPEED FATIGUE TESTS ON SMALL SPECIMENS .OF PLAIN CONCRETE,(Special Report No. 10), Prestressed Concrete Institute Journal,4 (2), (September 1959), Reprint No. 173

237.18

REPORTS ON PROJECT 248: BUILT-UP MEMBERS IN PLASTIC DESIGN

248-1

..

248.1

* 248.2

248.3

248.4

248.6

248.7

248.8

Kusuda, T. and Thurlimann, B.STRENGTH OF WIDE-FLANGE BEAMS UNDER COMBINED INFLUENCE OFMOMENT, SHEAR AND AXIAL FORCE, Lehigh University, (1958)

Kusuda, T,BUCKLING OF STIFFENED PANELS IN ELASTIC AND S'fR.f.IN-HARDENINGRANGE, Ph. D. Dissertation, Lehigh University, (1958). Publishedby Transportation Technical Research Institute (Japan), Report No.39, Reprint No. 150

Kusuda, T. and Thurlimann,. B.CORNER CONNECTIONS WITH CUT-OUT, Lehigh University, (in preparation)

Ostapenko, A. and Lee, T. T.JESTS ON LONGITUDINALLY STIFFENED PLATE PANELS SUBJECTED TOLATERAL AND AXIAL LOADING, Lehigh University, (1960)

Ostapenk6, A.APPARATUS FOR TESTING PLATE PANELS UNDER AXIAL AND LATERALLOADING, Lehigh University, (June 1961)

Lee, T. T.. ELASTIC-PLASTIC ANALYSIS OF SIMPLY SUPPORTED RECTANGULAR PLATES

UNDER COMBINED AXIAL AND LATERAL LOADING, Ph. D. Dissertation,Lehigh University, (August. 1961)

Ostapenko, A.SCANTLINGS OF LONGITUDINALLY STIFFENED SHIP BOTTOM PLATING,Lehigh University, (April 1961)

237018

REPORTS ON PROJECT 249: RESIDUAL STRESSES AND WELDED COLUMNS

249-1

... 249 01 Fujita, Y.PRELIMINARY REPORT ON. WELDED AND RIVETED MEMBERS, LehighUniversity, (May 1956)

,249.2 Fujita, Y.BUILT-UP COLUMN STRENGTH, Dissertation, Lehigh University,(August 1956)

249.3 Lee, G. CoAN EXPERIMENTAL INVESTIGATION OF THE STRENGTH OF A RIVETED,BUILT-UP COLUMN, Lehigh University, (December 1957)

249.6 . Fujita, Y.ULTIMATE STRENGTH OF CENTRALLY LOADED COLUMNS ~ LehighUniversity, (1959)

** 249.7 Tall~ L. and Rao, N. R. N.RESIDUAL S.TRESSES IN ..WELDED PLATES, presented at the Fall Meetingof the AWS in New York, (April 1961). Published in the WeldingJournal, (October 1961), Reprint No. 194

..

•

249.8 Tall, LoRESIDUAL STRESS AND. THE COMPRESSIVE PROPERTIES OF WELDED STEELCOLUMNS, presented at the Annual Meeting of the ASCE in Boston,(October 1960)

249.9 Tamaro, G. and Tall, L.THE COLUMN. CURVE FOR LOW SLENDERNESS RATIOS~ Lehigh University,(July 1961)

, 249.10 Tall, LoTHE STRENGTH OF WELDED BUILT-UP COLUMNS, Ph.D. Dissertation,Lehigh University, (May 1961)

249.11 Tall, L.RESIDUAL STRESSES IN. WELDED PLATES - A THEORETICAL STUDY,presented at the Spring, Meeting of the AWS in Dallas~ (September1961). To be published in the Welding Journal

249.12 Tall, LoHEAT INPUT, THERMAL AND RESIDUAL STRESSES IN WELDED STRUCTURALPLATES, presented at the Symposium on Fundamental Research atthe Spring Meeting of the WRC/AWS in Dallas, (September 1961)0 .To be published by the National Science Foundation

.249 ..13 Tall, L. and Estuar, F. R.EXPERIMENTAL INVESTIGATIONS OF WELDED BUILT-UP COLUMNS,Lehigh University, (In preparation)

1-:;;

, .

237.18

.'!J~~~REPORTS ON PROJECT 251: WELDED PLATE GIRDERS

251-1

•

•

251,1

** 251,2

251.3

,251. 4

251.5

** 251. 6

** 251. 7

251.8

251.9

251.10

** 251. 11

** 251.12

Basler, K. and Thur1imann, B.LITERATURE SURVEY ON STABILITY OF PLATE GIRDERS, LehighUniversity,(December 1957)

Thurlimann, B.. STRENGTH OF PLATE GIRDERS, Proc. AISC National EngineeringConference, (April 1958), Reprint No. 148

Basler, K. and Thur1imann, B.PROPOSAL, Lehigh University, (January 1958)

Basler, K. and, Thur1imann, B.INTERMEDIATE REPORT, Lehigh University, (January 1959)

Basler, K.; Mueller, J. A.; Thur1imann , B. and Yen, B. T.PROPOSAL, Lehigh University, (January 1959)

Basler, K. and Thur1imann, B~

PLATE GIRDER RESEARCH, Proc. AISC National EngineeringConference, (April 1959), Reprint No. 148

Basler, K. and Thur1imann, B.BUCKLING TESTS ON PLATE GIRDERS, Preliminary Report, 6th Congr~ss

of IABSE, Stockholm, (1960), Reprint No. 155

Basler, K.STRENGTH.OF PLATE GIRDERS, Lehigh University, (October 1959)

Basler, K.; Mueller,. J. A. and Thur1imann, B.REFERENCE VALUES FOR TEST GIRDERS, Lehigh University, (January1960)

Basler, K. and Thur1imann, B.BUCKLING PROBLEMS IN PLATE GIRDERS SUBJECTED TO BENDING,Lehigh University, (January 1960)

Basler, K.; Mueller, J. A.; Thur1imann,. B. and Yen, B. T.WEB BUCKLING TESTS ON WELDED PLATE GIRDERS, OVERALL INTRODUCTIONAND PART 1: THE TEST GIRDERS, WRC Bulletin, 64, (September1960), Reprint No. 165

Basler, K.; Mueller, J. A.; Thurlimann, B. and Yen, B. T.WEB BUCKLING TESTS ON WELDED PLATE GIRDERS, PART 2: TESTS ONPLATE GIRDERS SUBJECTED TO BENDING, WRC Bulletin, 64, (September1960), Reprint No. 165

,237.18 251-2

i** 251.13 Basler, K.; ~ueller"J.,A.~Thurlimann,B.and Yen, B, T.

WEB BUCKLING TESts ON WELDED PLAn:GIRDERS~ PART 3: . TESTS ONPLATE GIRDERS SUBJECTED 'ID SHEAR, WRC Bulletin" 64,(September

• 1960), Reprint No. 165 .

** 251.14 :Bas1er, K.; Mueller, J. A.; Thurlimann, B. and.Yen, B. T.WEB BUCKLINGTES~ ON wELDED PLATE GIRDERS ~ PART 4: .TESTS ONPLATE GIRDERS SUBJECTED 'ID COMBINED BENDING AND SHEAR~ WRCBulletin, 64, (September 1960) " Reprint No. 165

* 251.15 Mueller, J. A.STRESSES ON COVER· PLATES AND BEARING STIFFENERS ~ WRC Bulletin63, (August 1960), Reprint No. 163

** ,251.16 Basler, K.FURTHER TESTS ON WELDED PLATE GIRDERS, Proc. AISC NationalEngineering Conference, (May 1960), Reprint No. 164

251.17 Cooper, P. B. and Yen, B. T.PROPOSAL, FOR ,FATIGUE . TESTS ON WELDED PLATE GIRDERS, LehighUniversity, (July 1960)

251.18 Basler, K. and "Thurlimann , B..CARRYING CAPACITY OF PLATE GIRDERS, (Supplement to Report.251. 7), Final Report, 6th Congress of· IABSE" Stockholm, (1960)

** . 251.19 Basler, K. and. Thurlimann, B,.,STRENGTH,OF PLATE GIRDERS IN, BENDING, Proc. ASCE, 87, (ST6) ,(August 1961) ,'Reprint No. 185

** 251.20 Basler, K.STRENGTH OF PLATE GIRDERS IN SHEAR, Proc. ASCE, 87, (ST7),(October 1961), Reprint No. 186

** , 251. 21 Bas1er, K.PLATE GIRDERS UNDER COMBINED BENDING AND SHEAR~ Proc. ASCE,87, {ST7) , (October 1961), Reprint No. 187

251.22 Basler, K.DESIGN, RECOMMENDATIONS FOR PLATE GIRDERS, Lehigh Universi ty(March 1961)

** 251. 23 Basler ,. K.,NEW PROVISIONS FOR PLATE GIRDER DESIGN, Proc. AISC National

. Engineering Conference,' (May 1961)" Reprint No. 179

..251.24 Cooper, P. B. and Yen" B., T.

PROPOSAL FOR. TESTS ON PLATE GIRDERS MADE OF HIGH STRENGTH STEEL,,Lehigh University, (August 1961)

25~.25 Bas1er",K. and, Yen, B. T.RESULTS OF AN, INVESTIGATION OF PLATE GIRpERS~ Lehigh Universitypresented at Annual Meeting of the HRB, (January 1962)

237.18

REPORTS ON PROJECT 256: CONTINUOUS CONCRETE PAVEMENTS

256-1

252.1• Schiffman, R. L.; Taylor, I. J. and Eney, W. J.CONTINUOUSLY REINFORCED CONCRETE PAVEMENT RESEARCH INPENNSYLVANIA, Highway Research Board Bulletin, 181, (Jl;lnu~ry:1959)

·252.2 . Project StaffCONTINUOUSLY REINFORCED CONCRETE PAVEMENT, Lehigh University,(1958)

256.1 Schiffman, R. L.RESEARCH IN CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS, LehighUniversity, (July 1957)

256.2 Shieh, Y. J.THEORETICAL ANALYSIS OF SPECIAL PROBLEMS ON THE CONTINUOUSLYREINFORCED CONCRETE PAVEMENTS, Lehigh University, (June 1958)

. 256.3 Taylor, 1. J. and Eney, W. J.FIRST YEAR PERFORMANCE REPORT ON. CONTINUOUSLY REINFORCED CONCRETEPAVEMENTS IN PENNSYLVANIA, Highway Research Board Bulletin, 214,(1959), (Available from HRB), Reprint No. 143

256.4 . Yerlici, V. A.AN EXPERIMENTAL STUDY ON. THE INFLUENCE OF CONTINUOUS REINFORCE­MENT ON THE CRACK PATTERN OF LONG CONCRETE PAVEMENTS, LehighUniversity, (November 1958)

256.5 Taylor, I. J. and Eney, W. J.DEVELOPMENT OF CONTINUOUSLY REINFORCED CONCRETE HIGHWAY PAVEMENTSIN THE UNITED STATES, Lehigh University, (1958)

256.6 .

256.7

256.8

256.9

256.10

Yerlici, V. A.NOTES ON THE POSSIBLEBAUSCHINGER EFFECT ON THE REINFORCEMENTSTEEL IN A CONTINUOUSLY REINFORCED CONCRETE PAVEMENT, LehighUniversity, (1958)

Crabtree, A.THE SIGNIFICANCE OF TRANSVERSE CRACKS IN CONTINUOUSLY REINFORCEDCONCRETE PAVEMENTS, Lehigh University, (January 1958)

Taylor, I. J. and Eney, W. J.OBSERVATIONS ON THE BEHAVIOR OF CONTINUOUSLY REINFORCED CONCRETEPAVEMENTS IN PENNSYLVANIA, Highway Research Board Bulletin, 238,(1958), (Available from HRB)

Taylor, I. J.; Liebig, J. 0., Jr. and. Eney, W. J.EXPERIMENTAL PAVEMENT ON U. S. ROUTE 22 IN BERKS COUNTY, PA.,Lehigh University, (September 1959)

Cooper, P. B.REINFORCEMENT OVERLAP TESTS, Report No.6, Lehigh University,(September 1960) "Discussion by I. J. Taylor

237.18

REPO~TS ON PROJECT 268: ROTATION CAPACITY REQUIREMENTS

268-1

"

"

•

268.2

268.3

268.4

268.5

268.6

Driscoll, G. C., Jr.ROTATION CAPACITY OF A THREE SPAN CONTINUOUS BEAM,. LehighUniversi ty, (1957)

Driscoll, G. C., Jr.ROTATION CAPACI TY. REQUIREMENTS FOR BEAMS AND FRAMES OFSTRUCTURAL STEEL, Ph. D. Dissertation, Lehigh University,(19$,8)

,"

Driscoll, G. C., Jr.,ROTATION CAPACITY REQUIREMENTS FORCONTINUOUS BEAMS, LehighUniversi ty, (1957)' '.'

Driscoll, G. C., Jr.ROTATION CAPACITY REQUIREMENTS FOR SINGLE-SPAN FRAMES, LehighUniversi ty, (1958)

Pai» D 0 ~ 0 'c II • :""1

LIMITING DEFLECTIONS IN PLASTIC DESIGN BY LIton:TING Lid.. RATIOS,C. E. 406 Report, Lehigh University, (FebruarY' 1960) .

237.18

REPORTS ON PROJECT 269: RESIDUAL STRESSES AND A242 STEEL COLUMNS

• 269.1 Lee, G. C•THE .EFFECT OF RESIDUAL STRESS ON THE STRENGTH OF. MEMBERS OFHIGH STRENGTH STEEL, Thesis, Lehigh University, (December 1957)

•

,.

.269.1A .Lee, G. C. and Ketter~ R. L.THE INFLUENCE OF RESIDUAL STRESS ON THE STRENGTH OF MEMBERSOF HIGH STRENGTH., STEEL, Lehigh University, (January 1958)

269.2 Feder, D. and Lee, 'G. C.RESIDUAL STRESS AND. THE STRENGTH OF MEMBERS OF HIGH STRENGTHSTEEL, Lehigh University, (April 1959)

237.18

RE~ORT§ ON PROJECT 271: LARGE BOLTED JOINTS

27b1

•

771 . 1

271. 2

271. ~

271.4

271. 5

** 271.6

271. 7

271.a

271. 10

271. 11

271.13\

271.14

F9reman, R. T. and Rumpf, J. L.STATIC TENSION TESTS Of BO~TED JOINTS, Lehigh Univer~ity, (1958)

Rt,lmpf, J. L.FURTHER S1ATIC TENSION TESTS OF BOLTED JOINTS ~ Lehigh Universi ty,(1958)

Rumpf, J. L,

SHEAR RESISTANCE OF HIGH STRENGTH B9~TS, Lehigh University,(1958)

Kaplan, S.DOU~LE SHEAR TESTS OF HIGH STRENG~H BOHTS~ C. E. 404, LehighUniversity, (1959)

Bendigo ~ R, A.BOLT CALIBRATION STlipY, C. E. 406, Lehigh Univ,ersi~y, (1~59)

Foreman, R, To and Rumpf, J. ~'

STATIC TENSION TESTS OF COMPACT BOLTED JOINTS, Proc. ASC~, 86,(ST6) , p. 73,(1960), Reprin~ No. 1~2

Bendigo, R. A, and Rumpf, J. L,CALIBRATION AND INSTALLATION OF HIGH STRENGTH ~L~, ~eh~gh

University/ (1959)

Bendigo, R. A. and Rumpf, J. L.STATIC TEN~ION TESTS OF LONG BOLTEQ JOINTS, Lehigh Uniye~sity,

(1960) .

Bendigo, R. A.. and Rumpf, J. L.STATIC TENSIO~ TE~TS OF ~OLTE~ LAP JOINTS, ~ehigh Univ~rsity,

( 1960)

Hansen, R. M? and Rumpf, J. L.DOUBLE SHEAR STRENGTH OF A32~ B9LTS, Lehigh Un~versity, (1960)

Bendigo, R. A, anq Rumpf! ~' L.CALIBRATION AND INSTA~LATION OF HIGH STRENGTH BOLTS, LehighUniversity, (1960~ .

~arcin, S. T,LOAD DISTRIBTUION IN BOLTED JOINTS, C. E. 103, L~high University,(1960)

Rt,lmpf, J" L,THE ULTIMATE STRENGTH OF BOL~D CO~ECT~ONS, Ph. D. Dissert~tion,

Lehigh University, (1960)

237.18 ~71-2

271.15 Hansen, R, M. and Rumpf, J, L.FURTHER STATIC TENSION TESTS OF LONG BOLTED JOINTS, L~high

University, (1961)..

271.16

271.17

271.18

271. 20

271.21

Rumpf, J. L.THE ULTIMATE S~RENGTH OF BOLTED CONNECTIONS, Cond~nsation oftl1e Ph. D. Dissertation, Lehigh Univ~rsity, (in preparf1tion)

Hansen, R. M.THE EFFECT OF FASTENER PITCH IN LONG STRUCTURAL JOINTS, C. E.407, Lehigh University, (1961)

Bendigo, R. A,; Hansen, R. M. a~d Rumpf, J. L.LONG STRUCTURAL 'JOINTS OF A~7 STEEL, Leh!gh Univers~ty, (i~

preparq,tion)

Dlugosz, S. E: and Rumpf, J. L.STATIC TENSION TESTS OF LONG RIVETED JOINTS, Lehigh University,(in preparation)

Dlugosz, S. E. and Fisher, J. W.CALIBRATION STUDY OF HEAVY HEAD A325 BOLTS, Lehigh University,( 1962)

237.18

REPORTS ON PROJECT 272: HIGH-STRENGTH STEELS "T-1"

272-1

•

•

•

272.1

272.2

272.3

272.4

** 272.5

Ni tta, A.; Ketter, R. L. and Thurlimann, B.STRENGTH OF ROUND COLUMNS OF USS "T-1" STEEL, LehighUniversi ty, (October 195·9)

Nitta, A. and Thur1imann, B.EFFECT OF COLD BENDING ON COLUMN STRENGTH, Lehigh University,(1960)

-Nitta, A.ULTIMATE STRENGTH OF HIGH STRENGTH STEEL CIRCULAR COLUMNS,Lehigh University, (1960)

Ueda, Y. and Galambos, T. V.COLuMN TESTS ON 7-1/2 INCH ROUND SOLID BARS, Lehigh University,(June 1961)

Beedle, L. S.; Galambos, T. V. and Tall, L.COLUMN STRENGTH OF CONSTRUCTIONAL STEELS, presented at the SteelDesign and Engineering Seminar of the U S Steel Corporatio~,

Pittsburgh, (April 1961); published as a Seminar reprint, (June1961), Reprint No. 177

237.18

REPORTS ON PROJECT 273: MULTI-STORY FRAMES

273-1

•

273.1

273.2

273.3

273.4

273.5

273.6

Lu, L. W. and Levi, V.LITERATURE SURVEY ON PLASTIC ANALYSIS AND DESIGN OF MULTI-STORYFRAMES, Lehigh University, (In preparation)

Baillie, D. S.FAILURE DOMAINS FOR SINGLE BAY, FLAT ROOFED, ONE AND lWO STORYPORTAL FRAMES, C. E. 406 Report, Lehigh University, (June 1960)

Levi, V. and Driscoll, G. C., Jr.PLASTIC DESIGN OF BRACED MULTI~STORY FRAMES, Lehigh University,(July 1961)

Levi, V.PLASTIC DESIGN OF MEMBERS IN BRACED MULTI-STORY FRAMES,. LehighUniversity, (In preparation)

Levi, V.BRACING OF MULTi -STORY FRAMES , Lehigh Universi ty, (In preparation)

Hansell, W. C.THE PLASTIC ANALYSIS OF MULTI-STORY FRAMES RESISTING VERTICALAND LATERAL LOADS, Lehigh University, (September 1961)

237.18

REPORTS ON PROJECT 276: FRAME .STABILI'IY

276-1

** 276.1

276.2

276.3

276,6

276,8

276.9

276.10

Galambos, T, V.INFLUENCE OF PARTIAL BASE FIXI'IY ON FRAME STABILI'IY, Proe. ASCE,86 (STS) , (1960), Reprint No. 156

Lu, L. W.LITERATURE SURVEY ON FRAME STABILI'IY, Lehigh University, (1961)

Lu, L, W"STABILITY OF ELASTIC AND PARTIALLY PLASTIC FRAMES, Ph, D.Dissertation, Lehigh University, (1960)

Ojalvo, M. and Lu, L. W,AN~YSIS OF FRAMES LOADED INTO THE PLASTIC RANGE, Proe. ASCE,87 (EM4) , (August 1961), Reprint No. 182

Lu, L. W,DISCUSSION ON "ELASTO-PLASTIC ANALYSIS BY NUMERICAL PROCEDURES",Proe, ASCE, 87 (EM3) , (June 1961)

Yen, Y. C.; Lu, L. W. and Driscoll, G. C. ~ Jr,TESTS ON THE STABILITY OF STEEL FRAMES, Lehigh University, (1961)

Lu, L. W,DISCUSSION ON "CONTINUOUS BEAM-COLUMNS ON ELASTIC FOUNDATIONS"by S. L. Lee, T, M. Wang, and J. S. Kao, Proe. ASCE, 87, (EM4) ,p. 149, (August 1961)

237.18

REPORTS ON PROJECT 277: DREDGE PUMP EFFICIENCY

277-1

..

277 .1

277.5

277.10

277.11

277.29

277.31

277.33

Weiss, W. 1.SUGGESTED DESIGN CHANGES FOR A CENTRIFUGAL PUMP IMPELLER HANDLINGDREDGED MUD, Graduate Study Report, Lehigh University, (1959)

Herbich, J. B. and Ostapenko, A.TRANSLATION OF " INFLUENCE OF VOLUTES ON CHARACTERISTIC CURVESOF CENTRIFUGAL PUMPS"(DER EINFLUS DER LEITVORRICHTUNG AUF DIE~ENNLINEN VON KREISELPUMPEN by F. Krisam), Lehigh University,(1959)

Herbieh, J. B. and Brach, P. L.SCALE EFFECT ON 2700 PIPE BENDS FOR BINGHAM BODY FLUID, GraduateStudy Report, Lehigh University, (1960)

Herbich, J. B. and Waddington, W. M.ANALYSIS OF HIGH-SPEED MOVIES OF A MODEL PUMP, Graduate StudyReport, Lehigh University, (1960)

Herbieh, J. B.DISCUSSION ON "LATEST DREDGING·PRACTICE" by Ole P. Erickson,Proe.ASCE, 87 (WW3), p. 142, (August 1961), Reprint No. 181

Herbich, J. B.CHARACTERISTICS OF A MODEL DREDGE PUMP, Lehigh University, (1959)

Herbich, J. B. and Va11entine, H. R.EFFECT OF IMPELLER DESIGN CHANGES ON CHARACTERISTICS OF A MODELDREDGE PUMP, Lehigh University, (1961)

237.18

REPORTS ON PROJECT 278: RESTRAINED COLUMNS

278-1

."

278.1

** 278.2

278.3

278.4

278.5

Oja1vo, M.LITERATURE SURVEY ON RESTRAINED COLUMNS, Lehigh University,(1959)

Oja1vo, M,RESTRAINED COLUMNS, Proe. ASCE, 86 (EMS), p. 1, (1960),Reprint No. 167

Oja1vo, M.RESTRAINED COLUMNS, Ph. D. Dissertation, Lehigh University,(1960)

Oja1vo, M. and Levi, V.COLUMN DESIGN IN CONTINUOUS FRAMES, Lehigh University, (August1961)

Oja1vo, M. and Fukumoto, Y.NOMOGRAPHS FOR THE SOLUTION OF BEAM-COLUMN PROBLEMS, LehighUniversity, (August 1961)

237.18

REPORTS ON PROJECT 279: COMPOSITE DESIGN FOR BUILDINGS

279-1

•

"

** 354.1

279.7

279.9

279.11

Culver, C. and Coston, R.TESTS OF COMPOSITE BEAMS WITH STUD SHEAR CONNECTORS, Proc.ASCE, 87, (ST2) , (February 1961), Reprint No. 174

Culver, C.THE MJMENT CURVATURE RELATIONS FOR COMPOSITE BEAMS ~ LehighUniversity, (December 1960)

Driscoll, G. C. ~ Jr. and. Slutt.er, R. G.RESEARCH ON COMPOSITE DESIGN AT LEHIGa UNIVERSITY, Proc. AISC~

National Engiqeering Conference, (1961), Reprint No. 180

Slutter, R. G. and Driscoll, G. C., Jr.PLASTIC DESIGN OF S~EEL AND CONCRETE COMPOSITE BEAMS, LehighUniversity, (October 1961)

237.18

REPORTS ON PROJECT 280: SPUR DIKES FOR BRIDGE ABUTMENTS

280-1

280,1

280.2

280,3

280.16

280,30

280.32

Carle, R, J,THE USE OF SPUR DIKES WITH BRIDGE ABUTMENTS, Graduate StudyReport, Lehigh University, (1959)

Carle, R, J, and Kable, J. C,THE EFFECT OF SPUR DIKES ON FLOOD FLOWS THROUGH HIGHWAY BRIDGEABUTMENTS, Graduate Study Report, Lehigh University, (1959)

Kable, J, C.THE DETERMINATION OF THE LENGTH OF SPUR DIKES FOR FLOOD FLOWSTHROUGH HIGHWAY BRIDGE ABUTMENTS, Graduate Study Report, LehighUniversi ty, (1959)

Herbich, J. B,THE EFFECT OF SPUR DIKES ON FLOOD FLOWS THROUGH BRIDGECONSTRICTIONS, presented at the Annual Meeting of the ASCE inBoston, (October 1960)

Herbich, J. B, and Patel, M, S.SCOUR CONTROL AT SKEW BRIDGE ABUTMENTS BY USE OF SPUR DIKES,Lehigh University, (1961)

Herbich, J, B. and Vallentine, H. R,CONTROL OF BRIDGE SCOUR BY SPUR DIKES, Lehigh University,(1961)

1\-,'

.·

237,18

REPORTS ON PROJECT 284: FATIGUE OF USS "T-1" STEEL

284-1

• 284.1 Reemsnyder, Ho S,THE FATIGUE BEHAVIOR OF STRUCTURAL STEEL WELDMENTS - ALITERATURE SURVEY, Lehigh University, (November 1961)

REPORTS ON PROJECT 285: FATIGUE OF COMPOSITE BEAMS

285-1

• 285.1

285.2

Slut~er,R. G. and Driscoll, G. C., Jr •FATIGUE INVESTIGATION OF COMPOSITE BEAMS - PROPOSAL FOR FIRSTSERIES OF TESTS~ Lehigh University, (June 1961)

Slutter, R. C.PROPOSAL FOR PRELIMINARY BEAM TESTS, Lehigh Universi ty,(September 1961)

237.18

REPORTS ON PROJECT 287: DESIGN OF BEAM-COLUMNS

287-1

..

••

•

287.1 Galambos, T. V.D~SCUSSION OF "S~ENGTH AND DESIGN OF METAL BEAM COLUMNS byW.J. Austin", Proe. ASCE, 86, (ST4) , (April 1961)

DATE DUE

" Ii~:~

·---------'--, ~

I.-,'

i\•