Performance of Bridge Seismic Retrofits during Northridge EarthquakeSource: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 001Author:Mark Yashinsky
DOI: 10.1061/(ASCE)1084-0702(1998)3:1(1)Publisher: American Society of Civil Engineers
Abstract: After the 1989 Loma Prieta earthquake, California's Department of Transportation (Caltrans) began an ambitious program to screen, prioritize, and retrofit 2,000 seismically deficient California bridges. It was unfortunate that before this program was completed the Northridge, Calif., earthquake occurred. This paper summarizes how bridges with a post-1989 seismic retrofit performed during the 1994 Northridge earthquake. A description of typical retrofit details is given. A table provides data on all retrofitted bridges where ground motion exceeded 0.25
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contributor author | Mark Yashinsky | |
date accessioned | 2017-05-08T21:24:39Z | |
date available | 2017-05-08T21:24:39Z | |
date copyright | February 1998 | |
date issued | 1998 | |
identifier other | %28asce%291084-0702%281998%293%3A1%281%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50385 | |
description abstract | After the 1989 Loma Prieta earthquake, California's Department of Transportation (Caltrans) began an ambitious program to screen, prioritize, and retrofit 2,000 seismically deficient California bridges. It was unfortunate that before this program was completed the Northridge, Calif., earthquake occurred. This paper summarizes how bridges with a post-1989 seismic retrofit performed during the 1994 Northridge earthquake. A description of typical retrofit details is given. A table provides data on all retrofitted bridges where ground motion exceeded 0.25 | |
publisher | American Society of Civil Engineers | |
title | Performance of Bridge Seismic Retrofits during Northridge Earthquake | |
type | Journal Paper | |
journal volume | 3 | |
journal issue | 1 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(1998)3:1(1) | |
tree | Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 001 | |
contenttype | Fulltext |