Seismic retrofit of existing highway bridges in Japan

被引：0
|
作者：
Shigeki, U
Terayama, T
Adachi, Y
Hoshikuma, J
机构：
[1] Minist Construct, Earthquake Disaster Prevent Res Ctr, Publ Works Res Inst, Earthquake Engn Div, Tsukuba, Ibaraki, Japan
[2] Metropolitan Expressway Publ Corp, Kanagawa Construct Bur, Planning & Invest Div, Tokyo, Japan
来源：
CEMENT & CONCRETE COMPOSITES | 2000年 / 22卷 / 01期
关键词：
seismic retrofit; sesimic accessment; existing bridge; prioritization; steel jacket; concrete jacket; carbon fiber jacket;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents the current technical developments for seismic design and seismic retrofit of existing highway bridges in Japan. At first, the histories of the past seismic design codes, past seismic evaluation investigation, and past seismic retrofit practices for highway bridges are described. Then the damage caused by the 1995 Hyogo-ken Nanbu Earthquake and the lessons learned from the earthquake are briefly described. Finally, the seismic retrofit program after the Hyogo-ken Nanbu Earthquake is described with emphasis on research and development as well as field practice of the seismic retrofit of existing reinforced concrete highway bridges such as single column bent, wall-type pier, and multicolumn bents. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：1 / 16
页数：16
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