Numerical and experimental study of a suspension bridge with combined viscous-steel damping system under train and seismic loads-Reference-Cited by-同舟云学术

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Numerical and experimental study of a suspension bridge with combined viscous-steel damping system under train and seismic loads

Published:2024-04-09 Issue: Volume: Page:1-14
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Hu Shangtao¹²^ORCID,Yang Menggang¹,Zhang Hongjie¹,Meng Dongliang¹^ORCID,Li Xin³

Affiliation:

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

2. Disaster Prevention Research Institute, Kyoto University, Kyoto, Japan

3. Department of Bridge Design, CSSC Sunrui (Luoyang) Special Equipment Co., Ltd, Luoyang, PR China

Funder

National Natural Science Foundation of China

Key Project of China State Railway Group Co., Ltd

China Scholarship Council

China Postdoctoral Science Foundation

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2335621

Reference53 articles.

1. Influence of the characteristics of isolation and mitigation devices on the response of single‐degree‐of‐freedom vibro‐impact systems with two‐sided bumpers and gaps via shaking table tests

2. Optimal seismic design of moment-resisting steel frames with hysteretic passive devices

3. A State of Art Review on Hybrid Passive Energy Dissipating Devices

4. Mitigating Pedestrian Bridge Motions Using a Deployable Autonomous Control System

5. Probabilistic Seismic Evaluation and Experimental Tests of Multi-Direction Damping System on a Super-Long Column-Pylon Cable-Stayed Bridge

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