Multi‐stage superelastic variable stiffness pendulum isolation system for seismic response control of bridges under near‐fault earthquakes-Reference-Cited by-同舟云学术

Multi‐stage superelastic variable stiffness pendulum isolation system for seismic response control of bridges under near‐fault earthquakes

Published:2022-10-19 Issue:12 Volume:29 Page:
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Structural Contr & Hlth

Author:

Zheng Wenzhi¹²,Tan Ping¹²,Liu Yanhui²,Wang Hao³,Chen Huating²

Affiliation:

1. School of Civil Engineering Guangzhou University Guangzhou China

2. Key Laboratory of EREM & SS of Ministry of Education Guangzhou University Guangzhou China

3. Key Laboratory of C & PC Structures of Ministry of Education Southeast University Nanjing China

Funder

Program for Changjiang Scholars and Innovative Research Team in University

China Postdoctoral Science Foundation

National Key Research and Development Program of China

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.3114

Reference60 articles.

1. ZayasVA LowSS.Seismic isolation of bridges using friction pendulum bearings. Structural Engineering in the 21st Century: Proc. 1999 Structures Congress1999.

2. Benchmark structural control problem for a seismically excited highway bridge-Part I: Phase I Problem definition

3. Benchmark structural control problem for a seismically excited highway bridge-Part II: Phase I Sample control designs

4. Historical development of friction-based seismic isolation systems

5. Seismic isolation: Early history

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