Seismic assessment of earthquake‐resilient tall pier bridges using rocking foundation retrofitted with various energy dissipation devices-Reference-Cited by-同舟云学术

Seismic assessment of earthquake‐resilient tall pier bridges using rocking foundation retrofitted with various energy dissipation devices

Published:2020-08-06 Issue:11 Volume:27 Page:
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct Control Health Monit

Author:

Chen Xu¹²³⁴,Li Chunxiang⁴^ORCID

Affiliation:

1. Shanghai Key Laboratory of Mechanics in Energy Engineering Shanghai China

2. Shanghai Institute of Applied Mathematics and Mechanics Shanghai China

3. School of Mechanism and Engineering Science Shanghai University Shanghai China

4. Department of Civil Engineering Shanghai University Shanghai China

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.2625

Reference49 articles.

1. LiJ FanL SongX.Investigation of Displacement Ductility Capacity for Tall Piers. Third PRC‐US Workshop on Seismic Analysis and Design of Special Bridges Shanghai China 2005.

2. Seismic response analysis of slender bridge piers

3. Effects of higher modes on tall piers;Chen X;IABSE Symp Rep: Int Assoc Bridge Struct Eng Guangzhou China,2016

4. Higher-order mode effects on the seismic performance of tall piers

5. A simplified procedure for estimating nonlinear seismic demand of tall piers

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