PERFORMANCE OF BRIDGES IN THE 1994 NORTHRIDGE EARTHQUAKE

被引:58
作者
MITCHELL, D
BRUNEAU, M
WILLIAMS, M
ANDERSON, D
SAATCIOGLU, M
SEXSMITH, R
机构
[1] UNIV OTTAWA,DEPT CIVIL ENGN,OTTAWA,ON K1N 6N5,CANADA
[2] UNIV OXFORD,DEPT ENGN SCI,OXFORD OX1 3PJ,ENGLAND
[3] UNIV BRITISH COLUMBIA,DEPT CIVIL ENGN,VANCOUVER,BC V6T 1Z4,CANADA
关键词
NORTHRIDGE; EARTHQUAKE; SEISMIC; BRIDGES; DAMAGE; PERFORMANCE;
D O I
10.1139/l95-050
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes damage to bridges caused by the 1994 earthquake at Northridge, California. A description of the damage and the probable causes are presented for the seven bridges that suffered some form of collapse. The majority of damage was due to column shear or combined shear and flexure failures, but restrainer failure was the cause of collapse in one bridge. The lack of damage to other bridges and to foundations is discussed.
引用
收藏
页码:415 / 427
页数:13
相关论文
共 11 条
[1]  
FINN WD, 1995, CANADIAN J CIVIL ENG, V22
[2]  
Housner G.W., 1990, COMPETING TIME REPOR
[3]  
PRIESTLEY MJN, 1994, SSRP9406 U CAL DEP A
[4]  
ROBERTS JE, 1990, 4TH P US NAT C EARTH, V1, P75
[5]  
ROBERTS JE, 1993, 1ST P US SEM SEISM E
[6]  
YASHINSKY M, 1994, PERFORMANCE SEISMIC
[7]  
1990, BRIDGE DESIGN SPECIF
[8]  
1983, STANDARD SPECIFICATI
[9]  
1991, STANDARD SPECIFIC SA
[10]  
1988, BRIDGE DESIGN SPECIF