Dynamic Model Testing of Low-Gravity-Center Cable-Stayed Bridges with Different Girder-to-Tower Connections-Reference-Cited by-同舟云学术

Dynamic Model Testing of Low-Gravity-Center Cable-Stayed Bridges with Different Girder-to-Tower Connections

Published:2021-01 Issue:1 Volume:26 Page:04020112
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Zhen¹,Zhang Wenxue²,Fang Rong³,Zhao Hanqing⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, No. 100 Ping Leyuan, Chaoyang District, Beijing 100124, China.

2. Professor, Dept. of Civil Engineering, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, No. 100 Ping Leyuan, Chaoyang District, Beijing 100124, China.

3. Ph.D. Student, Dept. of Civil Engineering, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, No. 100 Ping Leyuan, Chaoyang District, Beijing 100124, China (corresponding author).

4. Master Graduate, China Railway Engineering Consulting Group Co., Ltd., No. 15 Guang’an Rd., Fengtai District, Beijing 100073, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001649

Reference31 articles.

1. Seismic energy dissipation for cable-stayed bridges using passive devices

2. On Physically Similar Systems; Illustrations of the Use of Dimensional Equations

3. Conceptual Seismic Design of Cable-Stayed Bridges

4. Pushover analysis for the seismic response prediction of cable-stayed bridges under multi-directional excitation

5. Deck–tower interaction in the transverse seismic response of cable-stayed bridges and optimum configurations

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