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WE~DED CONTINUOUS FRAMES AND THEIR COMPONENTS
IBIBLIOGRAPHY I
This B.ibliography contains published and unpublished technical reports that have beenissued ,on the project "Welded-Continuous Framesand their Components" sponsored jointly by theWelding Research Council a~d the Department ofthe Navy ·with funds furnished by the following:
American Institute of .Steel Construction.American Iron and Steel InstituteInstitute of Research, Lehigh .UniversityOffice of Naval ResearchBureau of ShipsBureau of Yards and Docks
Fritz Engineering LaboratoryDepartment of Civil Engineering
Lehigh University ,Bethlehem, Pennsylvania
December 1960
Fritz Engineering Laboratory Report No. 205065(60)
205065 (60)
TABLE OF CONTENTS
i
Page
1. REPORTS ON PROJECTS- - "- - - - - - - - - - - 1
2. BOOKS AND OTHER PUBLISHED ARTICLES - - - - - - - - - 18
3. M S AND PH D THESES - - - - - - - - - - - - - - - ,20
4. SUBJECT INDEX - - - - - - - - - - - - - - - - - - - - 22
5. AUTHOR INDEX - - - - - - - - - - - - • - - - - - - - - 24
Report 205.65 (60)
REPORTS ON PROJECT 205: WELDED CONTINUOUS FRAMES AND THEIR. COMPONENTSI '
-1
+ 203.3
205.B
205.C
205.J)
205.F
205.H
205. I
205.J
* 205.2
Luxion, W. and Johnston, B. G.PLASTIC BEHAVIOR OF WIDE FLANGE BEAMS, Welding Journal,27 (11), p. 538-8, (1948). Reprint No. 63
Yang, C. H.PLASTIC BEHAVIOR OF CONTINUOUS BEAMS,Lehigh University, (1949)
Chen, C. H.STRENGTH OF COLUMNS. UNDER COMBINED BENDING-ANDCOMPRESSION, Lehigh University, (19.49)
Ruzek, J. M. and Topractsoglou, A. AoTEST 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 PLASTICRANGE", Lehigh University, (1950)
Project StaffSPECIAL SEMI-ANNUAL REPORT TO SUBCOMMITTEE,Lehigh University, (1950)
Project StaffANNUAL REPORT, Lehigh University, (1951)
Beedle, L. S.; Ready, J 0 A. and Johnston, B. G.TESTS OF COLUMNS UNDER COMBINED THRUST AND. MOMENT,Proceedings, SESA, 8(1), p. 109, (1950). Reprint Noo 72
+ Published paper from pr~vious investigation, reprintsno longer availa~le
* Published paper, reprints no longer· available
-2205.65 (60)
205.13 Project StaffSUMMARY REPORT~ Lehigh University, (1951)
* 205.14 Johnston~ Bo Go; Yang, Co Ho and Beedle, Lo S.AN EVALUATION OF PLASTIC ANALYSIS AS APPLIED TOSTRUCTURAL DESIGN, Welding Journal, 32(5), p. 224-8,(1953). Reprint Noo 87
205.15 Knudsen~,K. E.ABSTRACT TRANSLATION OF MAIER-LEIBNITZ'S "CONTRIBUTION TOTHE PROBLEM OF ULTIMATE CARRYING CAPACITY OF SIMPLE ANDCONTINUO·US BEAMS OF STRUCTURAL STEEL AND TIMBER II
Lehigh University~ (1950)
* 205.18 Beedle, Lo SoRESEARCH ON RIGID FRAMES, Proc~edings, AISC NationalEngineering Conference, po 21 (1952) 0 Re,prin t No. 79
205,20 Beedle, La 8'., and Johnston~ B. GoRULES OF PRACTICE IN PlASTIC DESIGN
·Lehigh University~ (1954)
* 205.23 Beedle j Lo SoRECENT TESTS OF RIGID FRAMES~ Proceedings, AISCNational Engineering Conference 3 p. 13 (1954)Reprint No. 97
205.25 Project StaffSUMMARY REPORT, Lehigh University, (1954)
* 205026 Beedle, Le SoPLASTIC SrRENG~rH OF STEEL FRAMES, ASeE Proceedings :SepaPate 532~ Vola 80, (August, 1955)0 Trans. ASeE Paper2901, Vol. 122, po 1139 (1957)0 Reprint NOG 102
** 205028 Ketter, Ro L. and Thur1imann 3 BoCAN DESIGN BE BASED ON ULTIMATE STRENGTH? CivilEngineering, 25 (1) ~ po 59 (January, 1955)0Reprint No. 100
** Published paper:i reprints still avai1a.ble
205.65 (60)
205029 Thurlimann, BoANALYSIS OF FRAMES 'FOR ULTIMATE STRENGTHLehigh University, (1955)
* 205~3l Ketter, Ro L.T~ USE OF MODELS IN PLASTIC DESIGN, Pr9ceeding, AISCNational Engineering Conference, p. 35 (1955)0Reprint No. 1~6
11 205.32 Beedle·, L. S.; Thurlimann, Bo and Ketter, Ro L.PLASTIC DESIGN IN STRUCTURAL STEEL, Sununer Course.Lecture Notes, Lehigh University - AISCPub1icationQ95~
* 205034 Beedle, L'. S.PRACTICAL APPLICATIONS OF PLASTIC DESIGN IN STRUCTURALSTEEL, Proceedings, So E. A. O. C., (October, 1955)
** 205.36 Driscoll, G. C.; Jr. and Beedle, Lo S.THE PLASTIC BEHAVIOR OF STRUCTURAL MEMBERS AND FRAMESWelding Journal, 36(6), po 275-8 (1957)0 Reprint ,No. 115
205.40 Project StaffSUMMARY REPORT, Lehigh University, (1956)
* 205.41 Ketter, R. L.DISCUSSION OF "ELASTIC-PLASTIC DESIGN OF SINGLE-SPANBEAMS: AND FRAMES 11 by H~ A~. Sawyer, ASeE ProceedingsPaper 1624~11, Vol. 82 ST4 (1956). Reprint No. 109
Beedle, L. S.DISCIH3SION OF "ELASTIC-PLASTIC DESIGN OF SINGLE-SPANBEAMS AND FRAMES 11 by H. A. Sawyer, ASeE ProceedingsPape-r 1024-'11, Vol. 82 ST4 (1956). Reprint No 0 109
# 205.42 Thurlimann, B.SIMPLE PLASTIC THEORY, Proceeding$, AISC NationalEngineering Confer~nce, p. 13 (1956). Reprint No. 110
Ketter, R. L.ANALYSIS. AND DESIGN EXAMPLES, Proceedings, AISCNational Engineering Conference, po 19 (1956)0Reprint No. 110
# Available from.AISC
.: ....-
205.65 (60)
1; . 20SQ 42( cont 'd)
Beedle~ L. SQEXPERIMENTAL VERIFICATION OF PLASTIC THEORY,Procee4ings, AISC National Engineering Conference,p. 36 (1956). Reprint Noo 110
Driscoll, G.' C. Jr.TEST OF TWO:'SPAN PORTAL FRAME ,Proceedings, AISCNational Engineering Conference, p. 74 (1956)0Reprint No. 110
Thurlimann, B.MODIFICATIONS TO "SIMPLE PLASTIC THEORY", Proceedtngs,AISC National Engineering Conference, p. 50 (1956).Reprint No. 110
-4
* 205047 Beedle, L. S.GRADUATE. STUDIES ~N PLASTIC ANALYSlS AND DESIGNASEE Civil Engineering Bulletin 22(1), po 8(December) 1956). Reprint No. 114
205.48 Ketter, R. LoPLASTIC DESIGN OF MULTI-SPAN RIGID FRAMESLehigh University, (1956)
* 205.49 Ketter, R. L.PLASTIC ANALYSIS AND DESIGN AT THE UNDERGRADUATE LEVELASEE Civil Engineering Bulletin 22(1) , p. 7(December, 1956). Reprint No. 114
Thur1 i marin,--B,.'''' .PLASTIC DESIGN OF STRUCTURAL STEEL, The EngineeringJournal, Canada (February 1957)0 Reprint No. 113
** 205.53 WRC~ASCE
COMMENTARY ON PLASTIC DESIGN IN STEEL: BASIC CONCEPTS(P.R. 1)~ ASeE Proceedings Paper 2091, VolQ 85,
, No .EM3 (1959). Reprin t No. 141
WRC-AseECOMMENTARY ON PLASTIC DESIGN IN STEEL: GENERALPROVISION AND EXP'ERlMENTAL VERIF.ICATION(P.R. 2») ASeE Proceedings Paper 2092, Vola 85,No. EM3 (1959). Reprint No. 141
205065 (60)
** 205.53 _WRC-ASCE(cant td) COMMENTARY ON PLASTIC DESIGN IN· STEEL: ApDITIONAL
DESIGN CONSIDERATIONS - I (PoR. 3), ASCE ProceedingsPaper 2230, Vol. 85, Noo EM4 (1959)0 Reprint No. 152
WRC-ASCECOMMENTARY ON PLASTIC DESIGN IN STEEL: ADDITIONALDESIGN CONSIDERATIONS - II (P~Ro 4), AseE ProceedingsPaper 2231, Volo 85, No. EM4 (1959). Reprint No. 152
WRC-ASCECOMMENTARY ON PLASTIC DESIGN IN STEEL: COMPRESSIONMEMBER (r.R.5), ASeE Proceedings Paper 2342, Vol. 86,No. EMl (1960). Reprint Noo 157
WRC-ASCE,90MMENTARY ON PLASTIC DESIGN IN STEEL: CONNECTIONS(PoRo 6), ASCE,Proc~edings Paper 2453, Vol. 86,Noo EM2 (1960)
WRC-ASCECOMMENTARY ON PLASTIC DESIGN. IN STEEL: DEFLECTIONS(PoRg 7), AseE Proceedings Paper 2454, Vol. 86,No. EM2 (1960)
** 205056 Ketter, ,Ro L.PLASTIC DESIGN ,OF. PINNED-BASE GABLE FRAMES J WeldingResearch Council Bulletin Series, No. 48, (1959).Reprint.Noo 134
205.58 Project StaffSUMMARY REPORT, Lehigh University, (1957)
** 205061 Ketter, R. L. and Yen, B. T.PLASTIC DESIGN OF PINNED-BASE "LEAN-TO" FRAMES,Lehigh University, (1958), Welding Research CouncilBulletin Series, No. 53 (1959). Reprint No. 145
** 205.62 Beedle, Lit SoPLAg,TIC DESIGN ,OF STEEL STRUCTURES, AlSI RegionalTechnical Meeting, Philadelphia (November, 1958).Reprint No. 127
205063 Project StaffSUMMARY REPORT, Lehigh University, (1958)
-5
205065 (60)-6
205.65
** 205.66
Beedle, Lo SoDUCTILITY AS A BASIS FOR STEEL DESIGN, Lehigh,University (In Preparation)
Project StaffWELDED CONTINUOUS FRAMES AND THEIR COMPONENTS BIBLIOGRAPHY, (1959)
Thurlimann, B.NEW ASPECTS CONCERNING INELASTIC INSTABILITY OF STEELSTRUCTURES, ASeE Pr,oceedings Paper 2351, Volo 86,No. STI (January 1960)
* 205067 Ketter, R. LoDISCUSSION:OF PAPER BY J. HEYMAN "SINGLE STORY FRAMES",British,Welding Journal, 4(1), p. 32, (January 1957),Reprint No e 149
205.68 Project StaffS~Y REPORT, Lehigh University, (1959)
* 205069 Ojalvo, M.DISCUSSION OF PAPER BY Jo Fo BAKER "THE PLASTIC METHODOF DESIGNING -STEEL STRUCTURES II, ASeE Journal O£ theStructural Division, Vol. 85, No. ST9, p. 89 (1959),Reprint Noo 151
205.70 Beedle, L. S.ON THE·APPLICATION OF PLASTIC DESIGN, To appear in theProceedings of the Second Symposium on Naval Structural
\. Mechanics (1960)
205071 Recchia, Do A.PLASTIC DESIGN OF PINNED-BASE SAW-TOOTH FRAMES,MoS. Thesis, Lehigh University (1960)
205.65 (60)
REPORTS ON PROJECT 205A: COLUMNS IN, CONTINUOUS FRAMES
-7
205A.1
205A.4
Ketter, R. Lo and Beedle, Lo SoSOME.RESULTS OF COLUMN TESTS AND PROPOSED PROGRAM, .Lehigh University> (1950)
Ketter, R. L. and Beedle, L. S.INTERACTION CURVES FOR COLUMNS (COMBINED THRUST ANDMOMENT), Lehigh University, (1951)
Ketter, R. L.; Beedle, Lo S. and Johnston, Bo G.COLUMN STRENGTH UNDER COMBINED BENDI~G AND THRUST,Welding Journal, 31 (12), p. 607-8, (1952)
205A.I0 Ketter, R. L. and Beedle, Lo S.THE MOMENT-CURVATURE RELATION FOR WF COLUMNS,Lehigh University, (1952)
20SA o ll Ketter, Ro L. and Beedle, L. S.MOMENT ROTATION CHARACTERISTICS OF BEAM-COLUMNS,Lehigh University, (1952)
* 205A.12 Ketter, R. L.; Kaminsky, Fa Lo and Beedle, Lo S. *PLASTIC DEFORMATION OF WIDE-FLANGE BEAM-COLUMNS,AseE Proceedings S~parate 330, Vol. 79, (1953),Reprint No. 91
** 205A Q 14 Ketter, Rg L. ,STABILITY OF BEAM-COLUMNS ABOVE ~HE ELASlIC LIMIT,AseE Proceedings Separ~te 692, Vol. 81, (1954),Reprint No. 103
205Ao15 Ketter, R. L. and Beedle, L. SoDISCUSSION ON "STRENGTH OF COLUMNS ELASTICALLYRESTRAINED AND ECCENTRICALLY LOADED" BY FISHER,BIJLAARD AND WINTER ~ ASeE Proceedings Separate532, Volo 80, (1954)0
* See page 1
** See page 2
·it Also published as part of the symposium "PLASTIC STRENGTH, OF STRUCTURALMEMBERS", Trans. ASeE, Yolo 120, po 1028 (1955)
205065 (60) -8
205A.19 Galambos, To V. and Ketter"Ro LaFURTHER STUDIES ON THE STRENGTH OF COLUMNS UNDERCOMBINED' BENDING AND .THRUST, Lehigh University, (1957)
* 205A.21 Galambos, To v. and,Ketter, R~ LoCOLUMNS UNDER COMBINE,D BENDING AND. TURUST, ASeEProceedings Paper 1990, -Vol. 85) EM2( 1959) ,Reprint No. 136
205Ao23 Galambos, To V.INELASTIC LATERAL-TORSIONAL BUCKLING OF WIDE,FLANGEBEAM COLUMNS) Ph.D" Dissertation, Lehigh. University,(1959) -
* 20SA.25 Galambos, To VoDISCUSSION ON "STABILITY CONSIDERATIONS IN THE DE~IGN
OF STEEL COLUMNS" BY C. MAS SONNET , ASeE ProceedingsPaper 86 ST3) p. 37, March 1960, Reprint No. 158
205Ao27 Galambos, To V.REPORT TO CO:MMIT'TEE E OF-THE COLUMN RESEARCH COUNCILON THE "eRe-INTERACTION EQUATIO~", Lehigh University( 1960)
205Ao28 Galambos, To V.INELASTIC L~TERAL BUCKLING OF BEAMS, Lehigh University,(1960)
205.65 (60)
REPORTS ON PROJECT 205B: CONTINUOUS BEAMS
* 205Bo2 Yans, C. H.; Beedle, L. S.; and Johnston, B. G., PLASTIC DESIGN AND, THE DEFORMATIO~ OF STRUCTURES,Welding Journal, 30 (7) p. 348-S (1951)0Reprint No. 75
205B.3 Yang, C.. H.THE "PLASTIC BEHAVIOR ,OF CONTINUOUS BEAMS)Ph.D. Dissertation, Lehigh.University, (1951)
* 20SB.8 Yang, C. H.; Beedle, L. S. and Johnston, B. G.RESlDUAL STRESS AND THE YIELD STR~NGTH OF STEEL BEAMS,Welding Journal, 31 (4) p. 205-8 (1952).Reprint No. 78
* 205B.9 Knudsen, K. E.; Yang, C. H.; Johnston, B. Go and Beedle, L. S.PLASTIC STRENGTH AND DEFLECTIONS OF CONTINUOUS BEAMS,Welding Journal, 32 (5) p. 240-8, (1953).Reprint No. ·86
205.65 (60)
REPORTS ON PROJECT 20se: CORNER CONNECTIONS
-10
Topractsoglou, Ao AnCONNECTIONS FOR WELDED RIGID PORTAL FRAMES,Ph.D. Dissertation, Lehigh University, (1950)
Topractsog1ou, A~ Ao; Beedle, Lo So and Johnston, B. G.CONNECTIONS FOR 'WELDED CONTINUOUS PORTAL FRAMES,Welding Journal, 30 (7) p~ 359-S, 30 (8) p. 397-8and 31 (11) po 543-8 (1951-1952). Reprint No. 80
205C.14 Beedle, L. s.ELASTIC, PLASTIC AND COLLAPSE CHARACTERISTICS OFSTRUCTURAL WELDED CONNECTIONS, Ph.Do DissertatiQn,Lehigh University,'(1952)
** 205C.15 Topractsoglou, A. Ao and Beedle, L. S.FURTHER STUDIES OF WELDED CORNER CONNECTIONS,Welding Journal, 34 (7) p. 348-S, (1955)0Reprint No. 104
205C.20 Smith, J. E.BEHAVIOR OF, TAPERED HAUNCHED CONNECTIONS,Lehi~h University, (1956)
* 205Co21 Fisher, J. W.; Driscoll, G. C., Jr. and Schutz, F. W., Jr.BEHAVIOR OF WELDED CORNER CONNECTIONS, WeldingJournal, 37 (5) p. 216-8, (1958). Reprint No. 122
20SC.22 Fisher, J. W.PLASTIC ANALYSIS OF HAUNCHED CONNECTIONS,Lehigh University, (1958)
** 205C.23 Fisher, J. W. and Driscoll, G. Co, Jr.CORNER CONNECTIONS LOADED IN TENSION, WeldingJournal, 38 (11) p. 425-8 (1959). Reprint No. 140
** 205C o 24 Fisher, J. W.; Driscoll, G. C., Jr. and Beedle, LG S.PLASTIC ANALYSIS AND DESIGN OF SQUARE RIGID FRAMEKNEES, Welding Research Council Bulletin Series,No. 39, (April, 1958). Reprint No. 123
205.65 (60)
205C.25 Fisher, J. W.; Lee, G. CQ and Driscoll, G. Co; Jr.PLASTIC DESIGN OF T~PERED-HAUNCHED CONNECTIONS,Lehigh University, (1959)
20SCo26 Fisher, J. W., Lee, Go Co and Driscoll, GoC., JroPLASTIC DESIGN OF CURVED-HAUNCHED CONNECTIONS,Lehigh University, (1959)
205C.27 Lee, G. Co; Fisher, Jo Wo and Driscoll, G. C., Jr oBEHAVIOR OF HAUNCHED CONNECTIONS,Lehigh University, (1959)
-11
205065 (60)
REPORTS ON PROJECT 205D: INDUSTRIAL FRAMES
-12
* 205D.3
205D.5
205D.8
Ruzek, J. M'l Knudsen, Kn E.; Johnston, Eo R. andBeedle, L. S.WELDED PORTAL FRAMES TESTED TO COLLAPSE, SESAPro~eedings) 9 (1) po 159, (1952)0 Reprinted inW~1ding Journal, 33 (9) p. 469-8 (1954). ReprintNo. 92
Schutz, Fo W., Jr.; Schilling, C. G. and Beedle, Lo S.THE COLLAPSE STRENGTH OF A WELDED- SINGLE BAY FRAME,Lehigh University, (1953)
Schilling, C. G.; Schutz, Fo Wo, Jr. and Beedle, L. S.BEHAVIOR OF WELDED SINGLE-S~AN FRAMES UNDERCOMBINED LOADING, Welding Journal, 35 (5) p. 234-8(1956). Reprint No. 107
Lu, L. W.; Chapman, Bo C. and Driscoll, Gn C., Jr.PLASTIC STRENGTH AND DEFLECTION OF A G~BLED FRAME,Lehigh Unive~sity, (1958)
205.65 (60)
REPORTS ON PROJECT 20SE: INELASTIC INSTABILITY
** 205Eo7
* 205E,,9
Yang a C. H. and Beedle, L. S.INELASTIC LOCAL BUCKLING OF WF-SECTIONS
, ,Lehigh University, (1952)
"Thurlimann, B. and Haaijer, G.BUCKLING OF STEEL ANGLES IN THE PLASTIC RANGE,Lehigh University, (1953)
IIHaaijer, Ge and Thurlimann, B.
LOCAL BUCKl,ING OF WIDE-FLANGE SHAPES, LehighUniversity, (1954)
Haaijer, G.LOCAL BUCKLING OF WF S~PES IN THE PLAS~IC RANGE,Ph.D. Dissertation, Lehigh University, (195Q)
Haaijer, G.PLATE BUCKLING IN THE STRAIN-HARDENING. RANGE, ASeEProceedings Paper 1212, Vol. 83, EM2 (1957).Reprint No. 118
White, M. W.THE LATERAL-TORSIONAL BUCKLING OF YIELDED STRUCTURALSTEEL MEMBERS, Ph.D. Dissertation, Lehigh University,(1956)
11
Haaijer, G. and Thurlimann, B.ON INELASTIC BUCKLING IN STEEL, ASeE ProceedingsPaper 1581, Vol. 84, EM2 (1958)~ Reprint No. 124
"Kusuda, To, Sarubbi, RQ Go and Thurlimann, B.BRACING OF BEAMS IN PLASTICALLY DESIGNED STEELSTRUCTURES, Lehigh University, (1960)
20SEo 11
REPORTS ON PROJECT 205G: REPEATED LOADING
205Go 1 GOZUffi, A. and Haaijer, G.DEFLECTION STABILITY ("SHAKEDOWN") OF CONTINUOUSBE~, Lehigh University, (1955)
205.65 (60)
REPORTS ON PROJECT 205H: LATERAL BRACING REQUIREMENTS
-14
205HoZ 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 LArERAL BRACINGREQUIREMENTS, Lehigh University, (1960)
20SH.4 Lee, G. C. and Ueda, Y.SURVEY ON LATERAL BUCKLING EXPERIMENTS, Lehigh~~~versity, (In preparation)
205H.S Lee, G. C.INELASTIC LATERAL INSTABILITY OF BEAMS AND THEIRBRACING REQUIREMENTS, ph. D. Dissertation, LehighUniversity, (1960)
205.65 (60)
REPORTS ON PROJECT 233: INTERIOR CONNECTIONS
-15
** 233.11 Pray, R. F. and Jensen, Co CoWELDED TOP PLATE BEAM-COLUMN CONNECTIONS, WeldingJournal, Vol. 35, Noo '7, po 338-S (1956). ReprintNo. 108
** 233015 Graham, J. D.; Sherbourne, A. N.; Khabbaz, Ro N. andJensen, C. D.WELDED INTERIOR BEAM-TO-COLUMN CONNECTIONS, AISC(1959). Also published in Welding Research CouncilBulletin Series No. 63 (1960). Reprint No. 146
REPORTS ON PROJECT 241: SHEAR MODULUS OF STEEL IN THE PLASTIC RANGE
241.1 Haaijer, G.THE TANGENT MODULUS IN SHEAR OF UNIAXIALLY PLASTICIZEDSTEEL, Lehigh University (in preparation)
REPORTS ON PROJECT 248: BUILT-UP MEMBERS IN PLASTIC DESIGN
24801
24803
248.4
IIKusuda, To and Thurlimann, B.
STRENGTH-OF WIDE-FLANGE BEAMS UNDER COMBINEDINFLUENCE OF MOMENT, SHEAR and AXIAL FORCE,Lehigh University, (1958)
Kusuda, T.BUCKLING OF STIFFENED PANELS IN ELASTIC AND STRAINHARDENING RANGE, PhoD. Dissertation, LehighUniversity, (1958). Published by Tr~nsportation
Technical Research Institute (Japan). Report No~ 39~
Reprint No. 150
It
Kusuda, T. and Thurlimann, B.CORNER CONNECTIONS WITH CUT-OUT, Lehigh University(In preparation)
Ostapenko, A. and Lee, T. T.TESTS ,ON LONGITUDINALLY STIFFENED PLATE PANELSSUBJECTED TO LATERAL AND AXIAL LOADING, LehighUniversity, (1960)
205 ..65 (60)
, REPORTS ON PROJECT 268 : ROTATION CAPACITY REQUIREMENTS
. ~16
26802
268.3
26805
Driscoll, G. Co, JroROTATION CAPACITY OF A THREE SPAN, CONTINUOUS BEAM,Lehigh University, (1957)
Driscoll, Go C., Jr.ROTATION CAPACITY REQUIREMENTS FOR BEAMS, AND FRAMES
"OF STRUCTURAL STEEL; Ph.D. Dissertation, LehighUniversity, (1958)
Driscoll, G. C., JroROTATION: CAPACITY REQUIREMENTS FOR CONTINUOUS BEAMS,Lehigh University, (1957)
Driscoll, G. C., Jr,ROTATION,CAPAClTY REQU~RE~NTS FOR SING~E-SP~
FRAMES, Lehigh University, (1958)
REPORTS ON PROJECT 273: MULTI-STORY FRAMES'
273.1 Lev~, V. ,and Lu, L. W0
LITERATURE SURVEY ON PLASTIC ANALYSIS AND DESIGN "OFMULTI-STORY BUI~DING FRAMES, Lehigh Univers'i ty,(in preparation) . , ,
205.65, (60)
REPORTS ON PROJECT 276: FRAME STABILITY
-17
"** 27601
276.2
276' .. 3
Galambos, T. V.INFLUENCE OF PARTIAL BASE FIX~TY,ON FRAME STABlLITY)
, ASeE Prace,a-dings paper 2480, Vol. 86, Na. 'STS (1960).Reprint No. 156
Lu, L. WoLITERATURE SURVEY ON FRAME STABILITY, LehighUniver~ity (~n prepara'tion)-
Lu, L. WoSTABILITY OF ELASTIC AND PARTIALLY PL.A:~'l'IC F~S,
,Phop. Dissertation, Lehigh University, (1960)
,Oja~vo, M. a~d Lu, Lo W.ANALYSIS OF FRAMES LOADED INTO THE PLASTIC RANGE,Lehigh University, (1960)
"REPORTS ON. PROJECT 278: RESTRAINED COLUMNS,
278.1
2.0 5 " (~.5 ( 60)
Ojalvo" M.~ITERATURE SURVEY ON ,RESTRAINED COLUMNS, Lehigh
.University, (1959)
Ojalvo, MoRESTRAINED COLUMNS, ASC~ Proceedings Paper 26:L5),Volq 86, No., EMS, (1960)
Oja1vo,: MoREaTRAINED COLUMNS, PhoD o Dissertation"LehighUniversity, (1960)
~~ 17 .
205.05 (60)
WELDED CONTINUOUS FRAMES AND THEIR COMPONENTS
BOOKS AND OTHER PUBLISHED ARTICLES
Bol Baker, Jo F., Horne) Mo Ro, Heyman, J.,tiTHE STEEL SKELETON,. Volo 2 11
, Cambridge University Press)Cambridge, England, (1956)0
Bo 2 Beedle, L. S.,"PLASTIC DESIGN OF Sl'EEL FRAMES", John Wiley and Sons"New York, (1958).
B.3 AISC,"PLASTIC DESIGN IN STEEL 1f
, AISC, New York, (1959).
B 0 4 Heyman, J 0 • '! ,
uPIAS1IC DE$Gt-1:, Of PORTAL FRAMES It, Cambridge Universi tyPress, Cambr'idge ,1, England, (1957) 0
BoS Hodge, Po Go, Jr.,"PLASTIC Al'IALYSIS OF STRUCTURES", McGraw-Hill Book Company,New York, '(1959) 0
Bo 6 Neal, Bo Go,tiTHE PLASTIC :r1ETHODS, OF STRUCTURAL ANALYSIS", John Wileyand-Sons, New York) (1956)0
B.7 Prager, Wo,"INTRODUCTION TO PLASTICIlY f1
, Addison-Wesley Press,Reading"~--"M'a'iiciachusettes) (1959) e
Bo8 Beedle,.L~ s.)Discussion of ~'THE DESIGN OF STEE~ FRAMES"" StructuralEngin~ering 28(7), 184, July 19500
-18
205.05 (60)
WELDED CONTINUOUS FRAMES AND THEIR COMPONENTS
BOO~ AND OTHER PUBLISHED ARTICLES
"AISC EXPLORES LIMIT DESIGN FOR STEEL", Engineering NewsRecord~ p~ 24} April 22~ 19540 '
"HOW STRONG IS &.rHIS TES T FRAME?" Steel Cons tructiqn Diges t11(3) 4 3 qu~rter Reprinted in Welding Journal 33(11),po 1099, 1954~
1'FROM THIS A NEW THEORY 'I Sl Business Week, November 3, 19560
Bo12 Merritt, Fred~
"HOW TO DESIGN STEEL BY PIJASTIC THEORY" ,'I Engineering, NewsRecord, po 38$ April~ 19570
B.13 Estes, Eo Ro, Jr Q
"PLASTIC DESIGN OF WAREHOUSE SAVES STEEL";J Civil Engineering,September 19570
Bo 14 AISC"SUPPLEMENTARY RULES FOR PLAS'rIC DESIGN AND FRABRICATION",American Institute of,Steel Constructio~~ December 1958.
-19
205.68 (60)
WELDED CONTINUOUS FRAMES AND THEIR COMPONENTS
DISSERTATIONS AND THESES
-20
20se.5 Topractsog1ou, A. AoCONNECTIONS FOR WELDED RIGID PORTAL FRAMES
Yang, Co HoTHE PLASTIC BEHAVIOR OF CO~TINUOUS BE~
1950
1951
Chen, Co HeELASTIC LATERAL BUCKLING OF I-SECTION COLUMNS 1950
205C014 Beedle, L. S.ELASTIC~ PLASTIC AND COLLAPSE CHARACTERISTICS OF 1952STRUCTURAL WELDED CONNECTIONS
205Eo6 Haaijer, GoLOCAL BUCKLING OF WF SHAPES IN THE PLASTIC RANGE 1956
205048 Ketter, Ro L.PLASTIC DESIGN OF MULTI-SPAN RIGID FRAMES 1956
205C020 Smith, Jo E.~EHAVIOR OF WELDED HAUNCHED CORNER CONNECTIONS 1956(M.S. Thesis)
205E08 White, MoTHE LATERAL-TORSIONAL BUCKLING OF YIELDED 1956
. STRUCTURAL STEEL MEMBERS
205C.22 Fisher, Jo WerLASTIC ANALYSIS OF HAUNCHED CONNECTIONS 1958(M.So Thesis)
268~3 Driscoll, Gu C9 J JrdROTAt1JUONI GA.J?AC]', 'r~f RE~QtflI(:.I:I[":lli~N'JrS TOJ1Et HiEAMS. ANDFRMimS i,Dr S[:JrlfH(CVEUItAlJ SiE~E;'L
1958
<=21
248~2 '!(1L1SlUI,da ~ 't \J
BUCJl(LIN'G· lOjF S JrI~Ff;gN'E:ro)
STItAll~~ ,~" HlA~rD~~Nr lA~~G ,RAN' (~If;It~ ELAS1:1C AND 1958
205 ~ '71
t1a,1ambo ~ ~ t~rr 6 ''V' u
JJx]EIJ\S~EIC, 1~J\'Ig.R1Alj "INJH,SJ,()!'iJAlJ IHJtGla,JlNG OFECt~:El1tRJ,CAl~'l~"'~'~ l(lAJr:»ED W1DE"~}W1JA1\H~E CZOLiJMNS
R(~cC',hio ~ :D u Aul?LA.S1.1IC DE~I!fIN (DF PINr~Il~:~l)~,B~IAS~ SAWc<J100Tll FRAMES(M e S 0 Irh,E:~ E~, i. ,S )
1~1LJ1 & Lf~~W-'E
S"lABILIT1: O]y f1~LAStIJ.:': ,At\JJiJ) :p)AleEJLALL:~ :PLASTICFl{&N1iS
1959
1960
1960
1960
Ojal~->o I~ MdTrl,lsRESTRAIl{~UJ 1960
205.65 (60)
WELDED CONTINUOUS FRAMES AND THEIR COMPONENTS
SUBJECT INDEX
.A. General Reference H. Lateral Buckling
B. Method of Analysis and Design I. Local Buckling
Co Studies of Structures Jo Frame Stability
D. Columns K. Connections
E. BealTIS L. Deflection, Rotation Capacity
F. Axial Forces M. Repeated Loading
G. Sheaz' No Misce.llaneous
A. General ReferenceAll 205 Reports205BoZ, 8B.I, 2, 3, 4, 5, 6, 7
B. Method of Analysis and Design2050.29,32,34,41,42,48, 50, 53~ 56,69, 7120SA.2.:iBel, 2, 3, 4, 5, 6
c. Studies of StructuresAll 20SD Reports203.3205026,31,36,42,61,66, 67, 70~ 7120SB.3, 8
D. ColumnsAll 205A Reports205C.2205E.2, 3278" 1, 2, 3
E. BealTISAll 205B Reports203.320SB, H, 15, 4120SE.II205H. 2, 3A, 4, 5248.1
205.65 (60)
WELDED CONTINUOUS FRAMES AND THEIR COMPONENTS
F. Axial Forces205.2, 42205A~ 6 , 10 , 12, 19 , 2124801, 4
G. Shear205 <> 42241~1
2'48.1
Ho Lateral Buckling205E.8205H.2, 3A, 4, 5205.42205A.23, 25, 28
I. Local Buckling20SE <> 1, 3, 5, 6, 7, 920504224802
J~ Frame StabilityAll 276 Reports
I{o ConnectionsAll 205C Reports20 5.~· D233.11, 15248~3
L, Def1e~tion, Rotation CapacityAll 268 Reports205053205B. 2,. 9
Mo Repeated Loading205Go 1205 e 42
N. Miscellaneous205:~I, J, 13,15,25,40,58,63,65',68B.8, 9,10,11,12,13,14
-23
205.65 (60)
WELDED CONTINUOUS FRAMES AND THEIR COMPONENTS
AUTHOR INDEX
-24
AlSO·"
Beedle, L. So
Chapman, B. C.
ellen, Co H.
Driscoll, G. C., J~.
Estes, E. R~ Jr.'
Fisher, J. W.
Galambos, T. V.
GOZUffi, A.
Graham, J" D.
Bo 3, 14
20SF, HJ 2, 14, 18, 20, 23, 26, 32, 34, 36, 41,42, 47, 62, 64, 70
205A.l, 4,6,10,11,12,1520SB.2, 8, 9205C.6, 14, 15, 24
"20 SD . 3, 5, 620SE.l; B.2
205D.8
·20S.C
205.36 , 42; 205C.21, 23, 24, 25, 26, 27;205D~8; 268.2, 3, 4, 5
B.l3
20Se. 21 , 22, 23, 24, 25, 26, 27
205A'. 19 , 21, 23, 25, 27, 28; 276.1
20SG.l
233.15
Jensen, C. D'.
',. ~' .~, .• ; , : ." I.. ,,~.2Q.sE.,3, 5 ": 6 r 7, 9;
233.11, 15
205G.1 ; 241.1
Johnston, B. G.
Johnston, E. R.
Kaminsky, E. L.
Ketter, R. L.
Khabbaz, R. N.
Knudsen, K. E.
203:.3.;\, 205.2,14,20; 205A.6; 205Bo2, 8,9;205C .'6
205D.3
205A~ 12
205.28, 31, 32, 41,42,48,49, 56,61, 67;205A.l, 4,.6,10,11,12,14,15,19,21
'233.15
205.15; 205B.9; 20SDo3
205065 (60)
WELDED CONTINUOUS FRAMES AND THEIR COMPONENTS
AUTHOR INDEX
-25
Kusuda, T.
Lee, Go C.
Lee, T. T.
Lu, Lo W.
Luxion, Wo
Merritt, F.
Ojalvo, M.
Ostapenko, A.
, Pray, Ro Fa
project Staff
Ready, J. A.
Recchio, D. A.
Ruzek, Jo M.
Sarubbi, R~ Go
Schilling, C. G.
248.1, 2, 3; 205Eoll
205C.25, 26, 27; 205Ho2, 3A, 4, 5
248.4
205D.8; 276.2,3,6
203.3
B.12
205.69; 276,6; 278.1, 2, 3
248.4
233.11
205.1, JJ13, 25,40,58,63, 6S,\68
205.2
205.71
205. D; 205D.3
20SE.l1
205D.5, 6
Schutz" F. ,W.» Jr.
Sherbourne, A. N.
Smith, J. E.
205Co21j 205D.5, 6
233.15
20SC.20
"Thurlimanll, B.
Topractsoglou, A.A.
Ueda, Yt,
White, M. W.
WRC-ASCE
Yang, C. H.
Yen, B. T,o
205.28, 29, 32,42, 50,66; 205E!3, 5,9,11;248.1, 3
20SD; ,205C.5, 6,15
20SE.S
205.53
205.B,H, 14; 20SB.2, 3, 8, 9; 2058.1
