Seismic vulnerability of simply-supported bridges considering link-slabs in the continuous deck and pounding-Reference-Cited by-同舟云学术

Seismic vulnerability of simply-supported bridges considering link-slabs in the continuous deck and pounding

Published:2022-02-02 Issue: Volume: Page:1-19
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Meng Dongliang¹²^ORCID,Liu Qi¹³,Yang Menggang¹,Yang Ziqi²

Affiliation:

1. School of Civil Engineering, Central South University, Changsha, Hunan, PR China

2. Department of Civil and Environmental Engineering, the University of Auckland, Auckland, New Zealand

3. Shandong Provincial Communications Planning and Design Institute Group Co., LTD, Jinan, Shandong, PR China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2033279

Reference58 articles.

1. Eliminating Deck Joints Using Debonded Link Slabs: Research and Field Tests in Ontario

2. Baker, J. W. & Cornell, C. A. (2006). Vector-valued ground motion intensity measures for probabilistic seismic demand analysis, PEER Report 2006/08, Pacific Earthquake Engineering Research Center-College of Engineering. University of California, Berkeley.

3. Numerical simulation of pounding damage to bridge structures under spatially varying ground motions

4. Effect of pounding on nonlinear seismic response of skewed highway bridges

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