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Proceedings of the Institution of Civil Engineers - Structures and Buildings
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Issue
February - Volume 110, Issue 1, Pages 3 - 109
May - Volume 110, Issue 2, Pages 119 - 235
August - Volume 110, Issue 3, Pages 239 - 332
November - Volume 110, Issue 4, Pages 339 - 467
Volume 110, Issue 1
February 1995
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ISSN
0965-0911
EISSN
1751-7702
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BRIDGE ASSESSMENT. INTRODUCTION TO A SUITE OF PAPERS.
B P PRITCHARD
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for BRIDGE ASSESSMENT. INTRODUCTION TO A SUITE OF PAPERS.
ASSESSMENT OF THE REINFORCED CONCRETE HINGES ON FIVE M6 OVERBRIDGES IN STAFFORDSHIRE.
C B WILSON
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for ASSESSMENT OF THE REINFORCED CONCRETE HINGES ON FIVE M6 OVERBRIDGES IN STAFFORDSHIRE.
ASSESSMENT OF ADELAIDE BRIDGE, ROYAL LEAMINGTON SPA.
J TUBMAN
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for ASSESSMENT OF ADELAIDE BRIDGE, ROYAL LEAMINGTON SPA.
BESSES O `TH' BARN BRIDGE: INSPECTION AND TESTING OF A SEGMENTAL POST-TENSIONED CONCRETE BRIDGE.
M J BLACKLER
;
R S COOKE
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for BESSES O `TH' BARN BRIDGE: INSPECTION AND TESTING OF A SEGMENTAL POST-TENSIONED CONCRETE BRIDGE.
ASSESSMENT OF CASTLE BRIDGE.
M T SHARMAN
;
W J HARVEY
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for ASSESSMENT OF CASTLE BRIDGE.
AN APPRAISAL, BY COMPARISON WITH EXPERIMENTAL DATA, OF NEW DESIGN PROCEDURES FOR ALUMINIUM PLATE GIRDERS.
H R EVANS
;
AYN LEE
;
BS 8118
;
CP 118
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for AN APPRAISAL, BY COMPARISON WITH EXPERIMENTAL DATA, OF NEW DESIGN PROCEDURES FOR ALUMINIUM PLATE GIRDERS.
AN EULERIAN APPROACH TO THE LARGE DISPLACEMENT ANALYSIS OF THIN-WALLED FRAMES.
B A IZZUDDIN
;
EULER
;
ADAPTIC
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for AN EULERIAN APPROACH TO THE LARGE DISPLACEMENT ANALYSIS OF THIN-WALLED FRAMES.
SHAKE-TABLE TESTS OF LARGE-SCALE SHEAR WALL AND INFILLED FRAME MODELS.
A K H KWAN
;
J Q XIA
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for SHAKE-TABLE TESTS OF LARGE-SCALE SHEAR WALL AND INFILLED FRAME MODELS.
THE EFFECTIVENESS OF WALLS DESIGNED FOR THE PROTECTION OF STRUCTURES AGAINST AIRBLAST FROM HIGH EXPLOSIVES.
T A ROSE
;
P D SMITH
;
G C MAYS
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for THE EFFECTIVENESS OF WALLS DESIGNED FOR THE PROTECTION OF STRUCTURES AGAINST AIRBLAST FROM HIGH EXPLOSIVES.
ULTIMATE LIMIT STATE SEISMIC TORSIONAL PROVISIONS IN EUROCODE 8.
A M CHANDLER
;
J C CORRENZA
;
G L HUTCHINSON
;
EUROCODE 8
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for ULTIMATE LIMIT STATE SEISMIC TORSIONAL PROVISIONS IN EUROCODE 8.
TECHNOLOGY FORESIGHT - WHAT DOES IT MEAN FOR STRUCTURES AND BUILDINGS RESEARCH?
A E LONG
;
R D BROWNE
;
J N BENNETT
;
ICE
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for TECHNOLOGY FORESIGHT - WHAT DOES IT MEAN FOR STRUCTURES AND BUILDINGS RESEARCH?
LOAD RELIEF DURING STRUCTURAL REPAIRS TO REINFORCED CONCRETE BEAMS. DISCUSSION.
R J DAILEY
;
M K HURST
;
J CAIRNS
;
BS 8110
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for LOAD RELIEF DURING STRUCTURAL REPAIRS TO REINFORCED CONCRETE BEAMS. DISCUSSION.
ASSESSMENT OF EXISTING HIGH ALUMINA CEMENT CONSTRUCTION IN THE UK. DISCUSSION.
M A SMITH
;
R MORGAN
;
R J CURRIE
;
N J CRAMMOND
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for ASSESSMENT OF EXISTING HIGH ALUMINA CEMENT CONSTRUCTION IN THE UK. DISCUSSION.
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