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Proceedings of the Institution of Civil Engineers
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Issue
January - Volume 36, Issue 1, Pages 1 - 223
February - Volume 36, Issue 2, Pages 14 - 432
March - Volume 36, Issue 3, Pages 6 - 720
April - Volume 36, Issue 4, Pages 6 - 944
May - Volume 37, Issue 1, Pages 1 - 246
June - Volume 37, Issue 2, Pages 6 - 447
July - Volume 37, Issue 3, Pages 449 - 608
August - Volume 37, Issue 4, Pages 11 - 896
September - Volume 38, Issue 1, Pages 1 - 176
October - Volume 38, Issue 2, Pages 177 - 336
November - Volume 38, Issue 3, Pages 338 - 576
December - Volume 38, Issue 4, Pages 577 - 8332
Volume 37, Issue 1
May 1967
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EISSN
1753-7789
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ELASTIC ANALYSIS OF ELLIPTIC PARABOLOIDS.
A M ANSAH
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for ELASTIC ANALYSIS OF ELLIPTIC PARABOLOIDS.
FOUNDATIONS FOR STORAGE TANKS ON RECLAIMED LAND AT TEESMOUTH. (INCLUDES APPENDICES).
A D M PENMAN
;
G H WATSON
;
ICI
;
BRS
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for FOUNDATIONS FOR STORAGE TANKS ON RECLAIMED LAND AT TEESMOUTH. (INCLUDES APPENDICES).
STORM RUN-OFF FROM URBAN AREAS.
M V KING
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for STORM RUN-OFF FROM URBAN AREAS.
DEFORMATION OF CONTINUOUS PRESTRESSED CONCRETE BEAMS AND ITS EFFECT ON THE ULTIMATE LOAD.
E W BENNETT
;
N COOKE
;
L P NAUGHTON
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for DEFORMATION OF CONTINUOUS PRESTRESSED CONCRETE BEAMS AND ITS EFFECT ON THE ULTIMATE LOAD.
ANALYSIS OF CURVED BRIDGE DECKS.
A COULL
;
P C DAS
;
FOURIER
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for ANALYSIS OF CURVED BRIDGE DECKS.
A RESUME OF THE AERODYNAMIC INVESTIGATIONS FOR THE FORTH ROAD AND THE SEVERN BRIDGES.
D E WALSHE
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for A RESUME OF THE AERODYNAMIC INVESTIGATIONS FOR THE FORTH ROAD AND THE SEVERN BRIDGES.
PUNCHING FAILURE OF REINFORCED CONCRETE SLABS. (INCLUDES APPENDICES).
A E LONG
;
D BOND
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for PUNCHING FAILURE OF REINFORCED CONCRETE SLABS. (INCLUDES APPENDICES).
WESTMINSTER HALL ROOF.
J HEYMAN
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PLASTIC DESIGN OF PORTAL FRAMES ALLOWING FOR FRAME INSTABILITY AND STRAIN-HARDENING EFFECTS.
M R HORNE
;
M W S CHIN
;
BS 968
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for PLASTIC DESIGN OF PORTAL FRAMES ALLOWING FOR FRAME INSTABILITY AND STRAIN-HARDENING EFFECTS.
THE SINGLE PLANE CABLE-STATED GIRDER BRIDGE: A METHOD OF ANALYSIS SUITABLE FOR COMPUTER USE.
B S SMITH
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for THE SINGLE PLANE CABLE-STATED GIRDER BRIDGE: A METHOD OF ANALYSIS SUITABLE FOR COMPUTER USE.
AUTOMATIC ANALYSIS OF STRAIN HARDENING STRUCTURES (WITH PARTICULAR REFERENCE TO STEEL TO B.S. 968). (INCLUDES APPENDIX).
F SAWKO
;
A M B WILSE
;
BS 968
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for AUTOMATIC ANALYSIS OF STRAIN HARDENING STRUCTURES (WITH PARTICULAR REFERENCE TO STEEL TO B.S. 968). (INCLUDES APPENDIX).
INSTRUMENTS FOR MEASUREMENT OF WAVE HEIGHT AND DIRECTION IN AND AROUND HARBOURS.
L DRAPER
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for INSTRUMENTS FOR MEASUREMENT OF WAVE HEIGHT AND DIRECTION IN AND AROUND HARBOURS.
EXTRACT. STOUR VALLEY LINE BRIDGE NO 2, NEW STREET STATION, BIRMINGHAM.
K KRETSIS
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for EXTRACT. STOUR VALLEY LINE BRIDGE NO 2, NEW STREET STATION, BIRMINGHAM.
DISCUSSION. AN INVESTIGATION OF FLOW BEHAVIOUR AT THE JUNCTION OF RECTANGULAR CHANNELS.
N B WEBBER
;
C A GREATED
;
M B ABBOTT
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for DISCUSSION. AN INVESTIGATION OF FLOW BEHAVIOUR AT THE JUNCTION OF RECTANGULAR CHANNELS.
DISCUSSION. LARGE DEFLEXION BEHAVIOUR OF TRANSVERSELY LOADED RECTANGULAR ORTHOTROPIC PLATES
A K BASU
;
J C CHAPMAN
;
J E SPINDEL
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for DISCUSSION. LARGE DEFLEXION BEHAVIOUR OF TRANSVERSELY LOADED RECTANGULAR ORTHOTROPIC PLATES
DISCUSSION. FISH PASSES AND SCREENS AT WATER POWER WORKS.
P L AITKEN
;
L H DICKERSON
;
W J M MENZIES
;
J C MCGRATH
;
DOUGLAS
;
E B WILSON
;
A C ALLEN
;
W YOUNG
;
L STEWART
;
J D KELSALL
;
D A S MACLELLAN
;
D A BROWN
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for DISCUSSION. FISH PASSES AND SCREENS AT WATER POWER WORKS.
INFORMAL DISCUSSION. THE APPLICATION OF SOIL MECHANICS TO RAILWAY ENGINEERING.
T BRIDGE
;
S R L ELLIOTT
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Latest
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AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.
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