Performance Evaluation of Base-Isolated Structures

被引:1
|
作者
Chimamphant, Sarun [1 ]
Kasai, Kazuhiko [2 ]
机构
[1] Tokyo Inst Technol, Interdisciplinary Grad Sch Sci & Technol, Midori Ku, 4259 Nagatsuta Cho, Yokohama, Kanagawa 2268503, Japan
[2] Tokyo Inst Technol, Struct Engn Res Ctr, Midori Ku, Yokohama, Kanagawa 2268503, Japan
关键词
seismic performance; continued functionality; nonstructural component; base-isolated structure;
D O I
10.20965/jdr.2015.p0647
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Seismic isolation systems have been recognized for their effectiveness in protecting building and their contents. Despite costly technology, seismic isolation has been used in several countries, including Japan. Base-isolated building response could be substantially reduced, which is very favorable compared to conventional fixed-base buildings. Several studies have focused on base-isolated building response and the effects of isolation properties, for example, but none has talked about performance in ways that nonengineers such as building owners could understand. The slight damage from an earthquake may protect a building's structural integrity, but it may also damage nonstructural components and disrupt ongoing building functionality CF. The PEER methodology framework used to consider CF damage to nonstructural components uses a nonstructural component fragility curve, taking into account building location, and produces results in the form of a return period, in years, indicating how long the building may be expected to exceed that specified damage state. Several building structures are investigated and discussed.
引用
收藏
页码:647 / 654
页数:8
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