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Proceedings of the Institution of Civil Engineers
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Issue
February - Volume 70, Issue 1, Pages 1 - 190
May - Volume 70, Issue 2, Pages 191 - 379
June - Volume 71, Issue 2, Pages 287 - 636
August - Volume 70, Issue 3, Pages 381 - 602
September - Volume 71, Issue 3, Pages 637 - 985
November - Volume 70, Issue 4, Pages 603 - 888
1 December - Volume 71, Issue 1, Pages 1 - 1156
December - Volume 71, Issue 4, Pages 989 - 1162
Volume 71, Issue 4
December 1981
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EISSN
1753-7789
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PART 2
ANALYSIS AND DESIGN FOR LONGITUDINAL SHEAR IN COMPOSITE T-BEAMS.
RP JOHNSON
;
DJ OEHLERS
;
BS 5400
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for ANALYSIS AND DESIGN FOR LONGITUDINAL SHEAR IN COMPOSITE T-BEAMS.
SEASONALITY OF FLOODING AND THE ASSESSMENT OF SEASONAL FLOOD RISK.
DR ARCHER
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CONCRETED CUBE STRENGTHS WHAT USE ARE STATISTICS?
AN BEAL
;
CP 110
;
CP 114
;
BS 5328
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for CONCRETED CUBE STRENGTHS WHAT USE ARE STATISTICS?
SEVERE SNOWMELT RUNOFF IN NORTH-EAST ENGLAND AND ITS IMPLICATIONS.
DR ARCHER
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PRINCIPAL DIRECTIONS OF MEMBRANE ACTION IN CRACKED RECTANGULAR REINFORCED CONCRETE. SLABS.
F FUJII
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for PRINCIPAL DIRECTIONS OF MEMBRANE ACTION IN CRACKED RECTANGULAR REINFORCED CONCRETE. SLABS.
THE DESIGN OF TRANSVERSE STIFFENERS ON WEBS LOADED IN SHEAR - AN ULTIMATE LOAD APPROACH.
KC ROCKEY
;
G VALTINAT
;
KH TANG
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for THE DESIGN OF TRANSVERSE STIFFENERS ON WEBS LOADED IN SHEAR - AN ULTIMATE LOAD APPROACH.
AN EXPERIMENTAL INVESTIGATION OF THE EARTH-RESISTANCE RESPONSE OF A REINFORCED CONCRETE PILE.
WJ MCCARTER
;
HW WHITTINGTON
;
MC FORDE
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for AN EXPERIMENTAL INVESTIGATION OF THE EARTH-RESISTANCE RESPONSE OF A REINFORCED CONCRETE PILE.
SHEAR IN COMPOSITE BEAM-COLUMN CONNECTIONS.
P ANSOURIAN
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for SHEAR IN COMPOSITE BEAM-COLUMN CONNECTIONS.
ADL - A DATA LANGUAGE FOR ENGINEERS.
PTK LIM
;
R BOORMAN
;
EN BROMHEAD
;
KR MOFFATT
;
SJ WILKINSON
;
R KITE
;
E SOLOMON
;
JM MAWDITT
;
GL HUTCHINSON
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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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