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Consideration on Response of Seismic Isolated Elevated Bridges due to Slightly Strong Earthquakes

机译：浅谈地震升高桥梁略有强烈地震的思考

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In this study, in order to grasp the special quality of seismic isolators andclarify the behavior of seismic isolated structure at actual slightly strong earthquake(M 4.0~ M6.9), system identification has been used to analyze the behavior of seismic isolatedstructures under slightly strong earthquakes with the response record of a seismic isolatedstructure under main shock of the earthquake in Osaka-Fu Hokubu on 18th June 2018. Theobjective structure, Pier 408 of Matsunohama Viaduct is located in the southwest direction,30 km away from the epicenter.

机译：在这项研究中，为了掌握地震隔离器的特殊品质和阐明在实际略微强烈地震下地震隔离结构的行为（M 4.0〜M6.9），系统识别已被用于分析地震孤立的行为略有强大地震下的结构，孤立的地震响应记录2018年6月18日大阪富智宿地震震动下的结构。该客观结构，Matsunohama高架桥的码头408位于西南方向，距离震中有30公里。

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《地震工学研究発表会》|2019年|1 CD-ROM|共17页
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Xiang YIN; Yoshikazu TAKAHASHI;
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中图分类地震学;
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1. Erratum to: Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones (Bull Earthquake Eng, 10.1007/s10518-012-9381-8) [J] . Alam M.S., Bhuiyan M.A.R., Billah A.H.M.M. Bulletin of earthquake engineering . 2012,第6期

机译：勘误至：在中到强地震危险区中由不同层压橡胶支座隔离的SMA-bars约束多跨连续公路桥梁的地震易损性评估（牛市地震，10.1007 / s10518-012-9381-8）
2. Transverse earthquake response analysis of a seismically isolated regular bridge with partial restraint [J] . Meng-Hao Tsai Engineering Structures . 2008,第2期

机译：具有部分约束的隔震常规桥梁的横向地震响应分析
3. Stochastic response of seismically isolated highway bridges with friction pendulum systems to spatially varying earthquake ground motions [J] . Sevket Ates, A. Aydin Dumanoglu, Alemdar Bayraktar Engineering Structures . 2005,第13期

机译：带有摆的地震隔离公路桥梁的随机响应对地震地震动的空间变化
4. Consideration on Response of Seismic Isolated Elevated Bridges due to Slightly Strong Earthquakes [C] . Xiang YIN, Yoshikazu TAKAHASHI 地震工学研究発表会 . 2019

机译：浅谈地震升高桥梁略有强烈地震的思考
5. Bi-directional testing, modeling, and system response of seismically isolated bridges. [D] . Huang, Wei-Hsi. 2002

机译：地震隔离桥梁的双向测试，建模和系统响应。
6. Relationship of preseismic coseismic and postseismic fault ruptures of two large interplate aftershocks of the 2011 Tohoku earthquake with slow-earthquake activity [O] . Hisahiko Kubo, Tomoaki Nishikawa -1

机译：2011年东北地震两次大板块余震的震前同震和震后断裂破裂与慢地震活动的关系
7. Poundings of seismically isolated buildings during strong earthquakes [O] . P. Komodromos 2006

机译：在强大的地震期间，地震孤立的建筑物的冲击
8. Response Modification Factors for Seismically Isolated Bridges [R] . Constantinou, M. C., Quarshie, J. K. 1998

机译：地震隔震桥梁响应修正系数

Consideration on Response of Seismic Isolated Elevated Bridges due to Slightly Strong Earthquakes

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