Supplement To The

BIBLIOGRAPHY OF CURRENT PROJECT REPORTS

Fritz Engineering Laboratory

Department of Civil Engineering

Lehigh University

Bethlehem~ Pa.

October 1962

Fritz Engineering Laboratory Report No. 237.18A

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237.l8A

INTRODUCTION

This report is a supplement to the BIBLIOGRAPHY OF CURRENT

PROJECT REPORTS (F, L. Report 237,18).

Published and unpublished technical reports not included in

report 237,18 are listed under their projects in this supplement. All

reports were issued at Fritz Engineering Laboratory unless otherwise

stated.

Project 354 contains the course reports and theses which were

not prepared for a specific project. The theses and dissertations that

are parts of certain research projects~ however, are listed under those

projects~ not under Project 354 .

Page numbers follow the sequence in Report 237,18 for each

project.

Readers are referred to F. L. Reports 237,17 and 237,18 for

more information and description of the research at Fritz Engineering

Laboratory.

This supplement was prepared by Dundar Kocaoglu.

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Project No.

200

205

205A

205C**

205E

205H,

220A**

223

237

248

249

251256**

271

273

276277278279

280283284

285

286287

288.289*

290291292*293294295*296*297298*

299*300*354

TAB LEO F CON TEN T S

Title

INDUSTRIAL TESTS

WELDED CONTINUOUS FRAMES AND THEIR COMPONENTSCOLUMNS IN CONTINUOUS FRAMES

CORNER CONNECTIONS

INELASTIC INSTABILITY

LATERAL BRACING REQUIREMENTSRESIDUAL STRESS AND THE COMPRESSIVE PROPERTIES OF STEELPRESTRESSED CONCRETE BRIDGE MEMBERSFRITZ LABORATORY FACILITIESBUILT-UP MEMBERS IN PLASTIC DESIGN

RESIDUAL STRESSES AND WELDED COLUMNSWELDED PLATE GIRDERSCONTINUOUS CONCRETE PAVEMENTS

LARGE BOLTED JOINTSMULTI-STORY FRAMESFRAME STABILITYDREDGE PUMP EFFICIENCYRESTRAINED COLUMNSCOMPOSITE DESIGN FOR BUILDINGSSPUR DIKES FOR BRIDGE ABUTMENTSDREDGE PUMP DESIGNFATIGUE OF USS "T-1" STEELFATIGUE OF COMPOSITE BEAMSCOLUMNS REINFORCED WITH WELDED COVER PLATESDESIGN OF BEAM-COLUMNSLARGE BOLTED CONNECTIONSBAR-MAT LAP FAILURES IN PAVEMENTSWELDED AND ROLLED "T-1" COLUMNSCOMPOSITION OF SHIP STEELSBEARING CAPACITY OF CAISSONSGRAVITY WAVES IN CONSTRICTIONSEFFICIENCY OF PUMPING AND PIPINGTEST STAND FOR DREDGE PUMP RESEARCHHOLLOW STRUCTURAL TUBINGPLASTIC DESIGN IN HIGH STRENGTH STEELEND CONDITIONS IN PRETENSIONED PRESTRESSED CONCRETEMEASUREMENT OF SLURRY FLOWSTRENGTH DEVELOPMENT OF STABILIZED MINERALSCOURSE REPORTS

*No Reports as of 10/62**Terminated between 2/62 and 10/62

237.l8A 200-1

Project 200: INDUSTRIAL TESTS

200.56.166,1 Fujita, Y. and Driscoll, G, C. Jr.INVESTIGATION OF THE COLUMN STRENGTH OF USS liT-I" STEELBARS FOR THE UNITED STATES STEEL CORPORATION~ LehighUniversity, 1956

200.58.225.2 Thurlimann, B.FATIGUE AND STATIC STRENGTH OF STEEL SHEAR CONNECTORS,Lehigh University, 1959

200.61.364.1 Blackmon, J. H.TESTS FOR THE STUDY OF THE INITIATION AND PROPOGATION OFBRITTLE FRACTURE, Lehigh University~ 1962

200.61,364.2 Blackmon, J, H. and Errera~ S, J,THE BRITTLE FRACTURE OF HIGH STRENGTH STEEL WELDMENTS,Lehigh University, 1962

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Project 205:

205.75

205.76

205-6WELDED CONTINUOUS FRAMES AND THEIR COMPONENTS

Beedle, L, S.EXPERIMENTAL VERIFICATION AND MODIFICATIONS TO THE SIMPLEPLASTIC THEORY, 1956

Beedle, L, S.GRADUATE STUDIES IN PLASTIC DESIGN, 1956

Galambos~ T, V, and Beedle~ L. S.RESEARCH ON PLASTIC DESIGN AT LEHIGH UNIVERSITY~ 8thSummer Scientific Conference on C. E. ~ Krynica~ Poland,1962

Driscoll, G. C. Jr" Galambos~ T. V. and Beedle, L. S.DISCUSSION OF "PLASTIC DESIGN QUESTIONED" by A, Hrennikoff,Lehigh University~ October 1962

*Published paper~ reprints not available**Published paper, reprints available

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237.18A

Project 205A:

205A.2

205A.3

205A.5

205A.7

205A,8

205A,9

205A.13

205A.16

205A.17

205A.18

205A,22

205A,35

205A-3

COLUMNS IN CONTINUOUS FRAMES

Beedle, L, SoSUPPLEMENTARY PROPOSAL FOR COLUMN TESTS, 1950

Ketter, R, 1.COLUMN TEST MANUAL, 1951

Ketter, R, L,DEVELOPMENT OF THE COLUMN PROGRAM AT LEHIGH, C, E. andMechanics Department Seminar, 1951

Ketter, R. L,INTERACTION CURVES FOR CIRCULAR COLUMN SECTIONS, 1951

Beedle, L. S,METAL COLUMNS, 1948

Ketter, R. L. and Beedle, L. S,LEHIGH COLUMN PROGRAM - FURTHER TESTS, Proposal toLehigh Project Subcommittee, 1951

Ketter, R, L,INELASTIC BUCKLING OF ECCENTRICALLY LOADED COLUMNS, 1953

Niimoto, SoBIAXIAL FLEXURE IN MODEL STEEL COLUMNS, Report for Co Eo404, June 1955

Huber, Ao W.DISCUSSION OF 205A,12 "PLASTIC DEFORMATION OF WF BEAMCOLUMNS" by R, Lo Ketter, E. L. Kaminsky and L. S,Beedle, 1955

Shuga, M,ELASTIC AND INELASTIC BEHAVIOR IN MODEL STEEL COLUMNS,1955

Galambos, T, VoCOLUMN TEST PROPOSAL, 1958

Lay, M. Go and Galambos, T, V.END-MOMENT, END-ROTATION CHARACTERISTICS FOR BEAM COLUMNS,May 1962

•

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237.18A

Projec t 205C:

205C .1

205C.2

205C.3

205C.4

205C.7

205C.12

205C .13

205C .19

Project 205E:

205E.2

205E.4

205E.1O

CORNER CONNECTIONS

Schneider~ L.ELASTIC ANALYSIS OF RIGID FRAME KNEES~ 1950

Topractsog1ou~ A. A.TESTS IN TENSION, 1950

Topractsog1ou, Ao AoSTRESS AND STRAIN DISTRIBUTION AND ROTATIONS IN VERYSHORT SPAN BEAMS OF WIDE-FLANGE SECTIONS~ 1950

Ruzek~ Jo M. and Beed1e~ Lo S.LITERATURE SEARCH ON RIGID CONNECTIONS = CHART OF

. TYPES ~ 1948

Toprac~ A. A.~ Beed1e~ L. S. and Johnston~ Bo GoCONNECTIONS FOR WELDED CONTINU0US FRAMES~ PARTS I,II and III, Welding Journal, 1952

Huber~ A. Wo .CONNECTIONS FOR WELDED CONTINUOUS PORTAL FRAMES,THEORETICAL ANALYSIS OF HAUNCHED KNEES~ 1951

Beedle ~ Lo S.DISCUSSION OF OLANDER PAPER I~ METHOD FOR CALCULATINGSTRESSES IN RIGID FRAME CORNERS"~ 1952

Driscoll, Go C. Jr.SUMMARY REPORT ~ PHASE I "TESTS OF SEVERAL lYPES OFCORNER CONNECTIONS" ~ 1954

INELASTIC INSTABILITY

Haaijer~ G.COMPRESSION TESTS ON SHORT STEEL COLUMNS OF RECTANGULARCROSS-SECTION~ 1953

Haaijer, G. and Thur1imann~ B.LOCAL BUCKLING OF WIDE FLANGE SHAPES ,7.,to CRC~{i,19 54

(it: 3t

Kusuda~ T.LATERAL BUCKLING APPROXIMATION NO 0 1 ~ 1956

205C-2

205E-2

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237.18A

Project 205H:

205H.1

205H.3

. 205H.6

Project 220A:

220A.1

220A,2

. 220A.3

220Ao4

220A.5A

220A.13

. 220A.18

220A.28

220A.32

LATERAL BRACING REQUIREMENTS

White~ M. WoPROPOSAL FOR TESTS ON BRACING REQUIREMENTS, 1954

Lee, G. C.PROPOSAL ON LATERAL BUCKLING AND LATERAL BRACINGEXPERIMENTS ~ 1960

Ferrara~ A. T.; Lee~ G. Co and Ga1ambos~ To V•LATERAL BRACING REQUIREMENTS FOR PLASTICALLY DESIGNEDBEAMS ~ 1962

RESIDUAL STRESS AND THE COMPRESSIVE PROPERTIES OF STEEL

Huber, A. W.COMPRESSIVE PROPERTIES OF ROLLED STRUCTURAL STEEL~ 1951

Huber, A. W.PROPOSAL "PILOT PROGRAM ON TEST OF CROSS-SECTION"~ 1951

Beed1e~ L. S •PROPOSAL " POLOT PROGRAM ON THE INFLUENCE OF RESIDUAL

. STRESS ON COLUMN STRENGTH"~ 1951

Huber, A. W.; Johnston~ B. G. and Beed1e~ L. SoCOMPRESSIVE PROPERTIES OF ROLLED STRUCTURAL STEEL,(Revision of 220A.1)~ 1952

Beedle ~ 1. S.PROPOSAL "THE INFLUENCE OF RESIDUAL STRESS ON COLUMNSTRENGTH" and liTHE MECHANICAL PROPERTIES OF ROLLEDSHAPES AND PLATES"~ 1952

Gozum, A. T.REPORT ON COUPON TESTS, 1954

Romanelli, A. J •INFLUENCE OF STRAIN RATE ON THE YIELD STRESS LEVEL ~

Report for Co Eo 400

Tall, L.RESEARCH SEMINAR ''MATERIAL PROPERTIES OF STEEL"~ 1957

220 PersonnelCOMBINED QUARTERLY REPORT FOR 1/1/54-12/31/55~

1956

205H=2

220A-4

237.18A

Project 223: PRESTRESSED CONCRETE BRIDGE MEMBERS

223-4

*223 Ekberg, C. E. Jr.SUMMARY ON PRESTRESSED CONCRETE PROGRAM AT LEHIGH UNIVERSITY~

Proc. World Conference on Prestressed Concrete~ July 1957~

p. A30-1, Reprint No. 175

223.24A Warner, R. F. and Hu1sbos~ C. L.PROBABLE FATIGUE LIFE OF PRESTRESSED CONCRETE FLEXURALMEMBERS, 1962

2230S4 Ekberg~ C. E. Jr.~ Wa1ther~ R. Eo and Slutter~ R. G.FATIGUE RESISTANCE OF PRESTRESSED CONCRETE BEAMS IN BENDING~

1957

223.S7 Wa1ther~ R. E.THE SHEAR STRENGTH OF PRESTRESSED CONCRETE BEAMS, Proco 3rdCongress, F. I. P. ~ 1958

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237.18A

Project.237:

*237,2

*237.4

237" 6

**237,7

237,10

*237,13

237.16

237,17

237,18

237,18A

237-1

FRITZ LABORATORY FACILITIES

FRITZ LAB BROCHURE~ 1955

Johnston, B. G,INDUSTRIAL RESEARCH AT LEHIGH UNIVERSITY'S FRITZ ENGINEERINGLABORATORY ~ 1946

FRITZ LAB BROCHURE (Post-dedication)~ 1956

RES EARCH MANUAL

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

Johnston~ B. G.THE STORY OF RESEARCH IN FRITZ LABORATORY ~ Reprint from theLehigh Alumni Bu11etin~ 1940

TORSION TEST MANUAL~ 1958

STRUCTURAL STEEL RESEARCH~ Fritz. Engineering Laboratory~ 1958

Herbich~ J. B.FACILITIES FOR INSTRUCTION AND RESEARCH ON FLUID MECHANICSAND HYDRAULICS~ 1961

StaffCURRENT RESEARCH PROJECTS~ 1961

Dwyer~ T. J.BIBLIOGRAPHY OF CURRENT PROJECT REPORTS, February 1962

Kocaog1u~ D.SUPPLEMENT TO THE BIBLIOGRAPHY OF CURRENT PROJECT REPORTS~

Supplement to F, L, Report No. 237.18~ October 1962

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237.18A

Project 248:

248.5·

248.5A

248.9

248.10

Project 249:

249.14

249.15

Project 251:

251.26

248-2

BUILT-UP MEMBERS IN PLASTIC DESIGN

Rampetsreiter, R. H.; Lee~ T. T. and Ostapenko~ A.TESTS ON LONGITUDINALLY STIFFENED PLATE PANELS (EFFECT OFRESIDUAL STRESSES AND ROTATIONAL RESTRAINT BY STIFFENERS) ~

July 1962

Rampetsreiter~ R. H.; Lee, T. T. and Ostapenko~ A.STRAIN.AND DIAL GAGE READINGS, Supplement to F. L. ReportNo. 248.5, July 1962

Lee, T. T. and Ostapenko~ A.INELASTIC STABILITY OF LONGITUDINALLY STIFFENED PLATE PANELS(SHIP BOTTOM PLATING)~ Tests Conducted during 1960~ December1960

Rampetsreiter, R. H.COMPRESSIVE PROPERTIES OF THIN STEEL COUPONS ~ MS,.. Thesis ~

." ."

May 1962

249=2

RESIDUAL STRESSES AND WELDED COLUMNS

Tall ~ L.DISCUSSION OF "THE MEASUREMENT AND EFFECT OF RESIDUAL STRESSESIN ENGINEERING COMPONENTS" by G. A. Hawkes~ Journal, lnst. ofEng., Australia, Vol. 34, March. 1962

Tall, L. andEstuar~ F.DISCUSSION ON "BUCKLING BEHA\4IOR ABOVE THE TANGENT MODULUSLOAD" by B. G. Johnston, ASCE Proc.~ Paper 3019, Vol. 87(EM6) , December 1961

251=3WELDED PLATE GIRDERS

Cooper~ P. B. and Yen, B. T.FATIGUE TESTS OF WELDED PLATE GIRDERS~ February 1962

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237.18A 256-2

Project 256: CONTINUOUS CONCRETE PAVEMENTS

256.11 Taylor: I. J.EXPERIMENTAL PAVEMENT ON U. S. ROUTE NO. 111 IN YORK COUNlY,PENNSYLVANIA~ Report No. 8~ 1962

256.12 Kocaog1u, D.AN INVESTIGATION OF OVERLAP FAILURES IN CONTINUOUSLYREINFORCED CONCRETE PAVEMENTS, Report No.7, May 1962

256.13 Taylor, I. J.SUPPLEMENTAL REPORT ON THE HAMBURG PROJECT~ Report No.9,1962

27h3

Project 271: LARGE BOLTED JOINTS

271.12 Foreman~ R. T.~ Rumpf, J. L. and Beedle, L. S.TESTS OF LARGE BOLTED JOINTS~ June 1960

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237.l8A

Project 273:

273,7

273.8

Project 276:

276.4

276.5

276,7

276.11

Pro jec t 277 :

277,34

277,35

MULTI-STORY FRAMES

Patel~ N. B.METHOD OF ANALYSIS AND LOAD-DEFLECTION CURVE FOR A THREE­STORY TWO-BAY FRAME, Report for C. E. 406, 1962

Levi, V,PLASTIC DESIGN OF BRACED MULTI-STORY FRAMES~ PhD Dissertation,1962

276-2FRAME STABILITY

Lu, L, W. and Driscoll, G, C.,t~r,

BUCKLING TESTS ON MODEL ST~EL FRAMES~ 1962

Lu, L. W.ON THE STABILITY OF FRAMES UNDER INITIAL BENDING MOMENTS,1962

Lu, L. W.INELASTIC BUCKLING OF STEEL FRAMES, 1962

Yen, Y, C., Lu, L, W. and Driscoll, G, C, ~ Jr.PROPOSAL FOR THE INVESTIGATION OF INSTABILITY OF MULTI-STORYFRAMES, 1962

277-2DREDGE PUMP EFFICIENCY

Herbich, J. B.S~TUS REPORTS OF RESEARCH PROJECT ON IMPROVING DESIGN OF AHOPPER DREDGE PUMP, January-July 1962

Herbich, J, B.MODIFICATIONS IN DESIGN TO IMPROVE DREDGE PUMP EFFICIENCY,1962

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237,18A

Project 278:

278.6

Project 279:

27902

279.6

279.10

279.12

Project 280:

280.17

RESTRAINED COLUMNS

Galambos, To VO and Lay, M, GoPROPOSAL FOR RESTRAINED COLUMN TESTS, June 1962

COMPOSITE DESIGN FOR.BUILDINGS

Culver, Co, Zarzeczny, P, J. and Driscoll, Go Co, Jr.TESTS OF COMPOSITE BEAMS FOR BUILDINGS, June 1960

Culver, Co, Zarzeczny, P, Jo and Driscoll, G, Co, Jr.TESTS OF COMPOSITE BEAMS FOR BUILDINGS, January 1960

Slutter, Ro Go and Driscoll, Go Co, Jr,TEST RESULTS AND DESIGN RECOMMENDATIONS FOR COMPOSITEBEAMS IN BUILDINGS, January 1960

Slutter, R, Go and Driscoll, Go Co, JroULTIMATE STRENGTH OF COMPOSITE MEMBERS, March 1962

Slutter, Ro Go and Driscoll, G. Co, JroNOMENCLATURE FOR COMPOSITE STEEL AND CONCRETE BEAMS,March 1962

SPUR DIKES FOR BRIDGE ABUTMENTS

Ali, S. Mo and Apmann, RoCONTROL OF BRIDGE SCOUR BY. SPUR DIKES, 1962

278-2

279-2

280-2

237018A

Project 283:

283,18

283025

Project 284:

284.2

28403

Pro jec t 285:

28503

Project 286:

286,1

DREDGE PUMP DESIGN

Herbich, J. B.STATUS REPORT OF RESEARCH PROJECT ON CHECKING DESIGN OFA DREDGE PUMP, November 1960

Herbich, Jo BoSTATUS REPORT OF RESEARCH PROJECT ON CHECKING DESIGN OFA DREDGE PUMP, May 1961

FATIGUE OF USS "T-1" STEEL

Heins, Co PoTHE EFFECTS OF STRESS GRADIENT ON THE FATIGUE LIFE OF"T-1" STEEL, MS Thesis, June 1962

Reemsnyder, H. SoFATIGUE OF PLAIN AND FILLET-WELDED "T-1" STEEL, ProgressReport No, 1, June 1962

FATIGUE OF COMPOSITE BEAMS

King, Do C., Slutter, Ro G, and Driscoll, Go Co, Jr.FATIGUE TESTS OF COMPOSITE BEAMS, March 1962

COLUMNS REINFORCED WITH WELDED COVER PLATES

Rao, No R. N. and Ta11~ LoCOLUMNS REINFORCED UNDER LOAD, 1962

283-1

284-2

285-2

286-1

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237.18A

Pro j ec t 28 7:

287.2

**287.3

Project 288:

288.1

288.2

Project 290:

290.1

Project 291:

291.1

DESIGN OF BEAM-COLUMNS

Beedle, L. S.1961 AISC COLUMN SPECIFICATIONS

Prasad, J. and Galambos, T. V.ULTIMATE STRENGTH ~BLES FOR BEAM COLUMNS, 1962

LARGE BOLTED CONNECTIONS

Fisher, J. W., Dlugosz, S. E. and Ramseier, P. O.SUMMARY REPORT, LARGE BOLTED CONNECTIONS, 1962

Fisher, J. W., Dlugosz, S. E. and Ramseier~ P. O.SUMMARY REPORT FOR RCRBSJ, 1962 .

WELDED AND ROLLED IT-1" COLUMNS

Ueda, Y.ELASTIC, ELASTIC-PLASTIC AND PLASTIC BUCKLING OF PLATESWITH RESIDUAL STRESSES, PhD Dissertation 1962

COMPOSITION OF SHIP STEELS

Yordy, E. L.BRITTLE FRACTURE OF SHIP PLATE STEELS, MS Thesis, 1962

287-2

288-1

290-1

291-1

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237.18A

Project 293:

293.35

GRAVITY WAVES IN CONSTRICTIONS

Sorensen, R. M., Wi11enbrock, J. H. and Herbich, J. B.A STUDY OF THE EFFECT OF HORIZONTAL BERM VARIATION ONWAVE RUN-UP UPON A COMPOSITE BEACH SLOPE, 1962

293-1

Project 294: EFFICIENCY OF PUMPING AND PIPING

294.1 Warnock, R. G. and Herbich, J. B.EFFICIENCY OF PUMPING AND PIPING LAYOUT, 1962

294-1

Project 297:

297.1

297.2

PLASTIC DESIGN IN HIGH STRENGTH STEEL

StaffPROPOSAL FOR RESEARCH ON PLASTIC DESIGN IN HIGH STRENGTHSTEELS, August 1962

Lay, M. G.A BRIEF SURVEY OF U. S. STRUCTURAL STEEL TYPES, 1962

297-1

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237.18A

Project 354:

354.2

354.3

354.4

354.5

354.6

354.7

354.8

354.9

354.10

354.11

354.12

354.13

354.14

354-1

COURSE REPORTS

Levi, V.ON THE BUCKLING OF CIRCULAR CYLINDRICAL SHELL ROOFS,Report for C. E. 406, September 1959

C. E. StaffSTRUCTURAL STEEL DESIGN, Volumes I and II. Spring 1962

Lyse, P. K.REPORT ON HISTORY AND CERTAIN PHASES OF ROCK TUNNELING,Report for C. E. 104, May 1956

Heud1er, H.ARTIC CONSTRUCTION, Report for C. E. 104, May 1956

McKelvey, R. W., Jr.CONSIDERATIONS FOR BRIDGE FOUNDATION DESIGN AND CONSTRUCTION,Report for C. E. 104, May 1956

Harper, F. E.SIMPLIFIED CONCRETE FORM DESIGN,BS Thesis, May 1940

Jacobsen, J. T.HYDRAULICS LABORATORY, Undergraduate Thesis, January 1948

Antrim, J. D.AN INVESTIGATION INTO THE RELATION OF COMPRESSIVE STRENGTHTO MODULUS OF RUPTURE OF PLAIN CONCRETE, Report for C. E.103, May 1956

Fungaro1i, A.THE EFFECT OF IMPEDED DRAINAGE ON THE RATE OF CONSOLIDATIONOF A SOIL MASS, Report for C. E. 440, April 1956

Huber, A. W.THE INFLUENCE OF RESIDUAL STRESS ON THE INSTABILITY OFCOLUMNS, May 1956

Borichchewski. J. C.THE INVESTIGATION OF A HORIZONTALLY STIFFENED CONNECTION,October 1955

Taylor, D. C.THE CALIBRATION AND ACCURACY OF ELBOW METERS, March 1953

Lorres, F. L.LATERAL LOAD DISTRIBUTION IN A MULTI-BEAM MODEL BRIDGE,MS Thesis, 1956

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237018A

354.15

354.16

354017

354018

354019

354.. 20

354.21

354.23

354.24

354.28

354030

354.31

354-2

Niimoto, S.BIAXIAL FLEXURE IN MODEL STEEL COLUMNS, Report for Co Eo400, June 1955

Storch, J. LoPLASTIC PERFORMANCE OF A WELDED BOX BEAM, Report for C. E.404, 1956

Morel, Ao R. RoEXIT PORTAL PRESSURE STUDY - SQUARE CONDUIT, Report forCo Eo 421, February 1957

Palmer, Ao HoAN INVESTIGATION OF ELECTRICAL ANALOGIES, Report for Co Eo406, May 1957

Morel, A. R. RoEXIT PORTAL PRESSURE STUDY~ MS Thesis, June 1957

Tall, LoINFLUENCE LINES FORS~TICALLY INDETERMINATE STRUCTURESBY A SINGULARITY METHOD, Report for Co E. 406, December 1956

Luck, GoMECHANICAL PROPERTIES OF STRUCTURAL ALUMINUM, Report forCo Eo 404 June 1957

Marshman~ Jo CoTHE INFLUENCE OF PLASTIC STRAIN RATE ON. THE YIELD STRENGTHOF MILD STEEL, MS Thesis, June 1956

Dittig, Ro GoTIMBER BEAM AND COLUMN TESTS, Report for C. E, 213, June1949

IIGokkent, Co A.

A STUDY OF CREEP AND SHRINKAGE IN SOLITES AND CONVENTIONALCONCRETE, MS Thesis, May 1952

McCullough, Do L.THE ELASTIC S~BILITYOF CIRCULAR RINGS AND CYLINDERSCOMPRESSED RADIALLY BY MEANS OF A CIRCUMFERENTIAL TENSIONELEMENT, Report for Co E. 404, May 1956

Villanueva, A. SoA STUDY OF THE STRENGTH OF LARGE BOLTS, MS Thesis, 1956

Stuh1man, C. E.A PLASTIC LOAD ANALYSIS OF CONTINUOUS CIRCULAR STIFFENINGFRAMES, MS Thesis, 1957

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237.18A

354034

354.35

354036

354,37

354038

354.39

354040

354.41

354.42

354043

354044

354.45

354,46

Constante, Go R,FLY ASH STABILIZATION, Report for Co Eo 400, 1958

Perkins, K. Ao RoFREQUENCY RESPONSE TESTING OF HYDRAULIC SERVOMECHANISMS,Abstract

Fisher, Jo WoPROPOSAL FOR THE INVESTIGATION OF HAUNCHED CONNECTIONS,Report for Co Eo 400, 1957

Wilson, WO E,SOIL CONSOLIDATION, Report for C. Eo 400, 1957

Lee, Go C.THE INFLUENCE OF RESIDUAL STRESS ON COLUMN STRENGTH

(AXIALLY LOADED COLUMN OF HIGH STRENGTH STEEO, Report forC. Eo 400, January 1957

Stiefel, WO G.USE OF THE CHARACTOMETER TO OBTAIN ELASTIC CONSTANTS,Report for C. Eo 400, January 1957

Zemaitis, W. LoINVESTIGATION OF FLUID FLOW PHENOMENA BY THE USE OF APOLARISCOPE, Report for Co Eo 400

Levi, V,THE DETERMINATION OF STRESS DISTRIBUTION IN THREADEDCONNECTIONS BY THE PHOTOELASTIC METHOD, Report forC. E. 400, January 1957

Luck, G.A REPORT ON ''MOMENT DISTRIBUTION CONSTANTS FROM MODELS"by O. Ondra, Report for C. E. 400

Toh, J, S.SHEAR STRENGTH OF PRESTRESSED AND REINFORCED CONCRETEBEAMS, Report for C. Eo 400, 1958

Galambos, T, V.REPORT ON SPECIAL TOPIC "BUCKLING SPECIFICATIONS",Report for Co Eo 400, January 1957

Taysi, U. M.IMPACT ON STEEL RAILWAY BRIDGES, LITERATURE SURVEY,January 1958

Atasi, H.SOIL STABILIZATION, Report for C. Eo 400, 1957

354-3

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237.l8A

354.48

354.49

354.50

. 354.52

354.55

354.57

354.58

354.61

354.62

354.63

354.65

354.66

354.67

354-4

Chong~ J. P.LIQUID METAL HEAT TRANSFER, Report for C. E. 400, 1956

Hatfield, J. G.TURBINE BLADE VIBRATION AND DESIGN, Report for C. E. 400,January 1957

Borg, M. F.PHOTOELASTIC DETERMINATION OF STEADY STATE TEMPERATURETHERMAL STRESSES IN THICK WALL TUBES, Report for C. E. 400,1956

Assimacopou1os, B. M.EFFECTS OF EARTHQUAKE SHOCKS ON STRUCTURES, January 1958

Yerlici, V. A.DESIGN OF THE REINFORCEMENT IN CONTINUOUSLY REINFORCEDCONCRETE HIGHWAY PAVEMENTS, 1958

Feder, D. K.INTERACTION CURVES OF WF BEAMS-COLUMNS, MS Thesis, June 1958

Constante, R.SHEARING STRENGTH OF SOILS, Report for C. E. 400, January1957

Viscomi, B. V.BOILING HEAT TRANSFER, Report for C. E. 400, January 1957

K1ayton, T.SPECIAL TOPIC: MOLECULAR ENGINEERING, Report for C. E. 400,January 1957

Lee, G. C.PLASTIC DESIGN OF SPACE FRAMES, Report for C. E. 404, May1958

Serpico, G. C.SOLUTION TO THE TORSION PROBLEM BY HYDRODYNAMIC ANALOGY,Report for C. E. 406

Laney~ G. V.INVESTIGATION OF SEMICONDUCTOR DEVICE LEADS, January 1958

Ivers, D. W. and Wilson, W. E.SOILS RESEARCH: A STUDY OF ACCELERATED CONSOLIDATED TESTING,Report for C. E. 4/+0 , June 1958

Ondra, O.THE DETERMINATION OF MOMENT DISTRIBUTION CONSTANTS OFMEMBERS WITH A VARIABLE MOMENT OF INERTIA, PhD Dissertation,1955

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237.18A

354.69

354.70

354.72

354.73

354.74

354.75

354.76

354.77

354.78

354.79

354.80

354.81

354.82

354-5

Cain, F. j.

MECHANICAL PROPERTIES OF GLASS REINFORCED EPOXY RESIN RODS,MS Thesis ~ 1958

Deutsch, P. L.PRESTRESSED CONCRETE CURING, Report for C. E. 410, November1956

DeAngelis, A. J. R.STUDY OF A FOLDED PLATE STRUCTURE, MS Thesis~ October 1958

Updegrave, W. C.THE PREDICTION OF BIAXIAL LOADS IN STRUCTURAL ROLLERSTRAIGHTENERS

Margolis ~ D.THE EFFECT OF TURBULENCE PROMDTORS ON HEAT TRANSFER INSTRAIGHT TUBES, Report for C. E. 400, December 1956

Anderson, T. L.FULL SIZE TESTS OF COLUMNS WITH ELASTICALLY RESTRAINEDENDS, Report for C. E. 400, January 1957

Ha,rmes, C. S. III;;i EFFECT OF SHAPE AND ARRANGEMENT OF FAN BLADES UPON CAPACITY

AND EFFICIENCY~ Report for C. E. 400, January 1957

Glomb, J. W.INVESTIGATION BY ELECTRICAL ANALOGY OF POTENTIAL FLOW IN A90 0 ELBOW WITH A DIVIDING VANE, Report for Ch. E. 176,May 1957

Rumpf, J. L.A PROPOSAL FOR TESTS OF LARGE SPLICES CONNECTED WITH HIGHSTRENGTH BOLTS, Report for C. E. 400, January 1957

Palmer, A. H.A PROPOSAL FOR THE INVESTIGATION OF THE CHARACTERISTICS OFBOND IN AIR-ENTRAINED CONCRETE, Report for C. E. 400,January 1957

Ojeda, R.RESEARCH METHODS - LUBRICATION PHENOMENA IN JOURNALBEARINGS, Report for C. E. 400, January 1957

Vickress, F.STRESS CORROSION OF METALS~ December 1957

Tun, M. T.LOCATING A CONTROL POINT IN A STEAM POWER UNIT, Reportfor C. E. 400~ January 1958

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237.18A

354.83

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354.88

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354.91

354.92

354.93

354.94

354.95

354-6

Yen, B. T.SOME CONSIDERATIONS ON THE STRENGTH OF RIVETED BUILT-UPSTEEL COLUMNS, Report for C. E. 400, January 1958

Recchio, D. A.FACTORS AFFECTING THE ENDURANCE LIMIT, Report for C. E.400, January 1959

Warner, R. F.THE FAILURE OF CONCRETE UNDER COMBINED STRESSES, Reportfor C. E. 400, January 1958

Pai, D. H. C.PLASTIC ANALYSIS AND DESIGN: ITS ADVANTAGES AND LIMITATIONS,Report for C. E. 400, December 1958

Patel, M. C.REINFORCED CONCRETE SLAB OVER SIMPLY SUPPORTED PRESTRESSEDBEAMS, Report for C. E. 400, January 1959

Doshi, N. M.FINISHING AND CURING - A STEPPING STONE TO DURABLE CONCRETESURFACES, Report for C. E. 400, January 1959

Mehta, M. K.SHEAR CHARACTERISTICS OF COHESIVE SOILS~ Report for C. E.400, January 1959

Dave, P. C.VARIOUS STRENGTH THEORIES AND FAILURE OF CONCRETE~ Reportfor C. E. 400, January 1959

Rives, E. J.RIGID PAVEMENT OR CONCRETE SLAB ON GROUND FOR AIRPORTPAVEMENTS, ROADS AND FLOOR, Report for C. E. 400, January1959

Bendigo, R. A.A PROPOSAL FOR TESTS OF ECCENTRICALLY LOADED CONNECTIONSWITH HIGH STRENGTH BOLTS, Report for C. E. 400~ January 1959

Waddington, W. M.THE INELASTIC BUCKLING OF COLUMNS, Report for C. E. 400,January 1959

Cooper, P. B.SOME CONSIDERATIONS OF THE STRENGTH OF STRUCTURAL BEAMS INTORSION, Report for C. E. 400, January 1959

Kab1e~ J. C.HYDRAULIC MODEL INVESTIGATION OF CHIEF JOSEPH DAM, Reportfor C. E. 421, January 1959

237.18A

354.99

3540100

354-7

Dave~ Po C,THEORIES OF CONCRETE FAILURE~ Report for C. E. 406, May 1959

Mehta~ M. K.DESIGN OF A PRESTRESSED CONCRETE CIRCULAR TANK~ DESIGN OF ASHELL ROOF~ Report for C. E. 406, June 1959

354.101 Rives~ Eo~ Jr.TRANSLATION AND CRITICAL REVIEW OF A PORTION OF "DASKREICHEN UNBEWEHRTEN BETONS" von Dr, lng, Otto Wagner~

Report for Co E. 404, June 1959

354.102 Locsin~ A. M.AN EXPERlMEN~L INVESTIGATION OF PRETENSIONED PRESTRESSEDCONCRETE BEAMS WI TH 7/16" DIAMETER SEVEN -WIRE STRANDS ~

MS Thesis, February 1955

354,103 Mehta, Mo K.A REPORT ON THE DESIGN OF A HORIZONTALLY CURVED BRIDGE(IN STEEL) ,Report for C. E, 406, June 1959

354.104 . Dave, P, C.TURBINE PEDESTAL DESIGN, Report for C. E. 406, May 1959

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354,105

3540106

354.107

354.109

354.110

354.114

354.116

Patel, M, C,THREE SPAN CONTINUOUS BRIDGE, Report for C. E. 406~ May1959

Wa1tb,er~ R,REVIEW AND DISCUSSION OF DESIGN CRlTERIA~ Report for C. E.406~ September 1957

Montemayor, J. L.BOND CHARACTERISTICS OF PRETENSIONED PRESTRESSED CONCRETEBEANS, Report for C, E. 404, May 1958

Assimocopou1os, B. M.REPEATED LOAD TESTS ON 2 x 4 INCH PLAIN CONCRETE CYLINDERS ~

MS Thesis, 1959

Carle, R. J. and Kable, J. C,THE EFFECT OF SPUR· DIKES ON FLOOD FLOWS THROUGH HIGHWAYBRIDGE ABUTMENTS, Report for C. E. 422, June 1959

Weiss, W. J.SUGGESTED DESIGN CHANGES FOR A CENTRIFUGAL PUMP IMPELLERHANDLING DREDGED MUD, Report for C. E, 422~ November 1959

Haines, D. W.RESISTANCE WELDING, Report for C. E. 400, January 1960

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354.117

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354.122

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354.125

354.126

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354.128

354.130

354.132

354-8

Hansen~ R. M.DEATH OF A HANDBOOK ENGINEER (ELECTRONIC COMPUTERS)~

Report for C. E. 400~ January 1960

Krehnbrink~ T. P.EFFECTIVE WIDTH OF T-BEAMS~ Report for C. E. 400~ January1960

Negandi~ D. V. and Shah~ S. P.TRUE STRESS-STRAIN TESTS~ Report for C. E. 400~ January1960

Sampat, S. G.PHOTOSTRESS~ Report for C. E. 400, January 1960

VanKuren, R. C.CHARFY IMPACT TESTING~ Report for C. E. 400~ January 1959

Yen~ Y. C.RESIDUAL STRESSES, Report for C, E. 400, December 1959

Kab1e~ J. C.THE DETERMINATION OF THE LENGTH OF SPUR DIKES FOR FLOODFLOW THROUGH HIGHWAY BRIDGE ABUTMENTS~ Report for C. E. 421~

July 1959

Baille ~ D. S.FAILURE DOMAINS FOR SINGLE BAY ~ FLAT ROOFED, ONE AND lWOSTORY PORtAL FRAMES, Report for C. E. 406, June 1960

Carle, R. J.EXPERIMEN~L SOIL MECHANICS~ Report for C. E. 406, June 1959

Enge1~ P.SHOCK STUDY OF A RIGID FRAME, Report for C. E. 406, May 1960

Morantz~ N. C,PRACTICAL ANALYSIS AND DESIGN OF TALL FRAMES TO RESIST WIND~

Report for C. E. 406, May 1960

Pai~ D. H.LIMITING DEFLECTIONS IN PLASTIC DESIGN BY LIMITING LidRATIOS, Report for C. E. 406~ February 1960

Rao~ N. R. N.REPORT ON THE SAVINGS OF WEIGHT AND MONEY DUE TO PLASTICDESIGN, Report for C. E. 406, January 1960

Brach~ P. 1-SCALE EFFECT ON 2700 PIPE BENDS FOR BINGHAM BODY FLUID~MS Thesis~ May 1960

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237.18A

354.133

354.135

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354.144

354.148

354.149

354.150

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354.153

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354.156

3540159

354-9

McClarnon, F. M.FURTHER INVESTIGATION. INTO THE STRENGTH OF PRESTRESSEDCONCRETE BEAMS WITHOUT WEB REINFORCEMENT SUBJECTED TOCOMBINED BENDING MOMENT AND SHEAR, MS Thesis, May 1960

Chapman, B.TENSILE YIELD AND PLASTIC MOMENT, Report for C. E. 404~

January 1957

Sampat, S. GoCOMPARATIVE STUDY OF PLASTIC AND ELASTIC METHOD OF DESIGNFOR A MULTI-STORY BUILDING, Report for C. E. 406, June 1960

Donocan, R. L.A STUDY OF THE APPLICATION OF FINITE DIFFERENCES TO BEAMPROBLEMS, Report for C. E. 400, August 1960

McCarthy~ D. E.REVIEW OF THE THEORY AND APPLICATION OF SAND DRAINS,Report for C. E. 440, May 1960

Baille, D. S.A STUDY OF COMPACTED CLAYS, Report for C. Eo 440, June 1960

Brach, P. L•. VANE SHEAR TES TS AND EQUIPMENT DES IGN, Report for C. E. 440 ~

June 1960

Reg1, R. R.STRESSES IN COMPOSITE BEAMS IN THE YIELDED REGION, Reportfor C. E. 406, 1960

Roesli, A.STATICAL BEHAVIOR OF MULTI-UNIT BRIDGES~ Report for C. E.404, 1954

Nasr, G. E.RELAXATION AND CREEP OF HIGH TENSILE ROEBLING STRANDS FORUSE IN PRESTRESSED CONCRETE STRUCTURES, Report for C. E.404, January 1958

Enge1,P. A.METHODS OF WIND-STRESS ANALYSIS, MS Thesis~ January 1960

Recchio, D.NOTES IN RESEARCH METHODS, Report for C. E. 406, June 1960

Zarzeczny, P. J.STEP BY STEP LOAD DEFLECTION CURVE FOR PINNED BASE GABLEDFRAMES OF SINGLE SPAN, Report for C. E. 406~ January 1961

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237.18A

354.160

354.164

354.165

354.166

354.167

354.168

354.169

354.170

354.171

354.172

354.173

354.174

354.175

354-10

Coo~, A. H.DESIGN OF CYLINDRICAL TANK WITH SPHERICAL DOME ROOF ~ Reportfor C. E. 406, May 1961

Husseini~ Z.THE VERTICAL EARTH PRESSURE ON CULVERTS~ Report for C. E.406~ May 1961

Khanh, H. K.A DIPLOMATIC INTERPRETATION OF THE FAR EASTERN CONFERENCEAT GENEVA 1954~ MS Thesis, June 1961

Rosner, J. C.THE PHYSIO-CHEMICAL EFFECTS OF SULFATES ON LIME STABILIZEDGRUNDITE~ Report for C. E. 440, June 1961

Wiegand~ C. A.COURSE REPORT FOR C. E. 406, June 1961

Haines~ D. W.LATERAL BUCKLING OF WIDE FLANGE BEAMS SUBJECTED TO PLASTICMOMENT, Report for C. E. 406~ June 1961

Husseini, Z. K.A REPORT ON PRESTRESSED CONCRETE PLANT AND PRESTRESSINGMETHODS~ Report for C. E. 406~ August 1961

Craig~ K. M.MOMENT-CURVATURE RELATIONSHIPS FOR WELDED SQUARE BOXSECTIONS~ Report for C. E. 406~ September 1961

Pos1osky, T. F.THE STRENGTH OF BEAM COLUMNS~ MS Thesis, October 1961

Tall, L.ADVANCED DESIGN OF STEEL STRUCTURES ~ 1961

Konchar~ F. H.THE EFFECT OF EXCAVATION DEPTH AND COLUMN LOCATION ONFOOTING SIZE REQUIREMENTS, Report for C. E. 406~ January1962

Nuwaysir, F. S.FATIGUE STUDY OF PRESTRESSED CONCRETE BEAMS AND THEIRCOMPONENTS, 1958

Krasas, P.·DESIGN OF A TW07STORY~ TWO-BAY RIGID FRAME FOR AN ATOMICBLAST~ Report fdf C. E. 406, May 1962

237.18A

354.176

~354.177

l354.178

354,179

354.180

354,181

354,182

•

354-11

Na1ezny, C.A STUDY OF ROCK SOCKETED CAISSONS ~ 1962

Reimer, P.STRUCTURAL.MDDEL ANALYSIS USING THE MOIRE METHOD, 1962

Ta1war~ S. D.BRACING REQUIREMENTS ~OR RIGID FRAMES, 1962

McCarthy, D.COMPRESSION CHARACTERISTICS OF MICACEOUS SOILS, 1962

Caspe, M,A STRAIN CRITERIA FOR CONCRETE UNDER COMBINED STRESSCONDITIONS, 1962

Joshi,D.SWDY OF THE GRAVl1Y WAVE REFLECTIONS FROM CYLINDERS,1962

Kocaog1u, D. and Husseini, Z.LIGHTWEIGHT CONCRETE, Report for C. E. 410~ January 1961

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