Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes-Reference-Cited by-同舟云学术

Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes

Published:2021-10 Issue:10 Volume:26 Page:04021076
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liang Fayun¹,Liang Xuan²,Wang Chen³^ORCID

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Ph.D. Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

3. Assistant Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

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.1943-5592.0001778

Reference36 articles.

1. Assessment of potential-based fluid finite elements for seismic analysis of dam–reservoir systems

2. Experimental study on the seismic performance of existing reinforced concrete bridge piers with hollow rectangular section

3. Experimental and numerical study on modal dynamic response of water-surrounded slender bridge pier with pile foundation;Deng Y.;Shock Vib.,2017

4. Study on modal dynamic response and hydrodynamic added mass of water-surrounded hollow bridge pier with pile foundation;Deng Y. L.;Adv. Civ. Eng.,2019

5. Underwater shaking table tests on bridge pier under combined earthquake and wave-current action

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