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Seismic performance of a high-rise base-isolated RC shear wall building on near-fault deep deposit

Siyu Tao Zhe Qu Yuli Huang

Earthquake Research Advances2026，Vol.6Issue(2)：P.71-84,14.

Earthquake Research Advances2026，Vol.6Issue(2)：P.71-84,14.DOI:10.1016/j.eqrea.2025.100421

Seismic performance of a high-rise base-isolated RC shear wall building on near-fault deep deposit

Siyu Tao ¹Zhe Qu ²Yuli Huang³

作者信息

1. College of Civil Engineering,Xi''an University of Architecture and Technology,Xi''an,710055,China
2. Key Laboratory of Earthquake Disaster Mitigation,Ministry of Emergency Management,Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration,Hebei,065201,China
3. Arup,560 Mission Street,Suite 700,San Francisco,CA,94105,United States
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摘要

关键词

High-rise building/Nonlinear dynamic analysis/Soil-structure interaction/Rubber bearing/Viscous damper/Near fault

分类

建筑与水利

引用本文复制引用

Siyu Tao,Zhe Qu,Yuli Huang..Seismic performance of a high-rise base-isolated RC shear wall building on near-fault deep deposit[J].Earthquake Research Advances,2026,6(2):P.71-84,14.

基金项目

jointly supported by the Scientific Research Fund of the Institute of Engineering Mechanics,China Earthquake Administration(2024C07) （2024C07）

the National Key Research and Development Program of China(2024YFF0508103)。（2024YFF0508103）

Earthquake Research Advances

ISSN：2096-9996

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