Seismic collision potential of adjacent base-isolated buildings with corridor bridges subjected to bidirectional near-fault pulse-like ground motions-Reference-Cited by-同舟云学术

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Seismic collision potential of adjacent base-isolated buildings with corridor bridges subjected to bidirectional near-fault pulse-like ground motions

Published:2020-08 Issue: Volume:135 Page:106202
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Dai Kaoshan,Luo Xiang,Lu Yang,Li Bo,Zhong Jie,Zhang Shiming,Zhang Ruifu,Ge Qingzi

Funder

International Collaboration Program of Science and Technology of Sichuan Province

National Natural Science Foundation of China

Fundamental Research Funds for Central Universities of China

Natural Science Foundation of Shaanxi Province

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference28 articles.

1. Mutual pounding of adjacent structures during earthquakes;Wolf;Nucl Eng Des,1980

2. Seismic pounding between adjacent buildings: identification of parameters, soil interaction issues and mitigation measures;Miari;Soil Dynam Earthq Eng,2019

3. Base-isolated FCC building: impact response in Northridge earthquake;Nagarajaiah;J Struct Eng,2001

4. Building pounding damage during the 1989 Loma Prieta earthquake;Kasai;Eng Struct,1997

5. The 1985 earthquake: causes and effects in Mexico City;Rosenblueth;Concr Int,1986

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1. Numerical investigation of three-dimensional isolator and mitigation for single-layer lattice shell structure;Structures;2024-04

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4. Experimental and numerical studies of a novel three-dimensional isolation device incorporating disc springs with U-shaped dampers;Soil Dynamics and Earthquake Engineering;2023-11

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