Shaking table test study on the seismic control of concrete-filled steel tube arch bridges based on dampers-Reference-Cited by-同舟云学术

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Shaking table test study on the seismic control of concrete-filled steel tube arch bridges based on dampers

Published:2024-02-08 Issue:2 Volume:24 Page:
ISSN:2083-3318
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archiv.Civ.Mech.Eng

Author:

Li Yong,Song Cheng,Song Linlin^ORCID,Zhao Xiaosha,Guan Zhongzheng,Wang Yichao

Funder

National Natural Science Foundation of China

Hebei Province Science and Technology Support Program

Natural Science Foundation of Hebei Province

Innovation project for master’s degree of Shijiazhuang Tiedao University

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s43452-024-00864-2.pdf

Reference26 articles.

1. Xin L, Li X, Zhang Z, et al. Seismic behavior of long-span concrete-filled steel tubular arch bridge subjected to near-fault fling-step motions. Eng Struct. 2019;180:148–59.

2. Bi K, Hao H, Ren WX. Seismic response of a concrete filled steel tubular arch bridge to spatially varying ground motions including local site effect. Adv Struct Eng. 2013;16(10):1799–817.

3. Zhou Y, Zhang J, Yi W, et al. Structural identification of a concrete-filled steel tubular arch bridge via ambient vibration test data. J Bridge Eng. 2017;22(8):04017049.

4. Liu Z, Zhang S. Influence of strong spatially varying near fault ground motion on steel box arch bridge. Bull Earthq Eng. 2021;19(13):5439–69.

5. Xie K, Wang H, Guo X, et al. Study on the safety of the concrete pouring process for the main truss arch structure in a long-span concrete-filled steel tube arch bridge. Mech Adv Mater Struct. 2021;28(7):731–40.

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