隔震建筑对海啸浪涌力响应特性的实验研究

IF 0.8 0 ARCHITECTURE
Masahito Kobayashi, Takanori Usami, Ryo Ehara, Yoshitsugu Kawakami, Satoru Fujimori
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引用次数: 0

摘要

在 2011 年太平洋沿岸的东北大地震中,海啸对许多建筑物造成了严重破坏,但没有关于隔震建筑物(SIB)结构损坏的报道。因此,隔震建筑物抵御海啸的安全性仍不明确。本研究对 SIB 进行了水力模型试验,以研究作用在 SIB 上的涌浪力和上部结构的压力分布。此外,还调查了隔震界面的响应,以研究浪涌力对 SIB 的动态影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Experimental Study on the Response Characteristics of Seismically Isolated Buildings Against Tsunami Surge Forces

Experimental Study on the Response Characteristics of Seismically Isolated Buildings Against Tsunami Surge Forces

In the 2011 Tohoku Earthquake off the Pacific coast, tsunamis caused extensive damage to many buildings, but no structural damage to seismically isolated buildings (SIBs) was reported. Hence, the safety of SIBs against tsunami remains unclear. In this study, hydraulic model experiments were conducted on SIBs to investigate the surge forces acting on the SIBs and the pressure distribution on the superstructure. Moreover, the response of the seismic isolation interface was investigated to examine the dynamic effects of the surge forces on SIBs.

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来源期刊
CiteScore
1.20
自引率
11.10%
发文量
58
审稿时长
15 weeks
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