Reproduction of Cable-Stayed Bridge Seismic Responses Involving Tower–Girder Pounding and Damage Process Estimation for Large Earthquakes-Reference-Cited by-同舟云学术

Reproduction of Cable-Stayed Bridge Seismic Responses Involving Tower–Girder Pounding and Damage Process Estimation for Large Earthquakes

Published:2019-02 Issue:2 Volume:24 Page:04018112
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Takeda Tomoaki¹,Mizutani Tsukasa²,Nagayama Tomonori³,Fujino Yozo⁴

Affiliation:

1. Researcher, Dept. of Civil Engineering, Univ. of Tokyo, 7-3-1, Hongo, Bunkyoku, Tokyo 113-8656, Japan (corresponding author).

2. Project Lecturer, Institute of Industrial Science, Univ. of Tokyo. 4-6-1, Komaba, Meguroku, Tokyo 153-8505, Japan.

3. Associate Professor, Dept. of Civil Engineering, Univ.of Tokyo, 7-3-1, Hongo, Bunkyoku, Tokyo 113-8656, Japan.

4. Specially Appointed Professor, Institute of Advanced Science, Yokohama National Univ., 79-5, Tokiwadai, Hodogaya, Yokohama 240-8501, Japan.

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.1943-5592.0001336

Reference21 articles.

1. Allemang R. J. and D. L. Brown 1982. “A correlation coefficient for modal vector analysis.” In Proc. 1st Int. Modal Analysis Conf. 110–116. Gijón Spain: International Operational Modal Analysis Conference.

2. Simplified FE vehicle model for assessing the vulnerability of axially compressed steel columns against vehicle frontal impact

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

4. Response analysis of the Higashi-Kobe Bridge and surrounding soil in the 1995 Hyogoken-Nanbu Earthquake

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