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Structure and Infrastructure Engineering
Maintenance, Management, Life-Cycle Design and Performance
Volume 14, 2018 - Issue 3
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Original Articles

Parametric study on buffeting performance of a long-span triple-tower suspension bridge

Tianyou TaoKey Laboratory of C&PC Structures of Ministry of Education, Southeast University, Nanjing, China
,
Hao WangKey Laboratory of C&PC Structures of Ministry of Education, Southeast University, Nanjing, ChinaCorrespondence[email protected]
ORCID Iconhttp://orcid.org/0000-0002-1187-0824
ORCID Icon &
Teng WuDepartment of Civil, Structural and Environmental Engineering, University at Buffalo, State University of New York, Buffalo, NY, USA
Pages 381-399 | Received 17 Jan 2017, Accepted 05 Apr 2017, Published online: 20 Jul 2017

Citations (3)

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Jun Liu, Yufen Wen, Haili Liao, Mingshui Li, Aihua Zou, Tao Liu, Xin Xiao & Yu Tang. (2023) Study on the buffeting response of a long-span truss arch bridge during construction based on a large-scale full bridge model wind tunnel test. Structure and Infrastructure Engineering 0:0, pages 1-15.
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Bin Jian, Ming Li, Mingshui Li & Yi Su. (2022) Influence of wind yaw angle and pylon interference on the buffeting responses of cable-stayed bridges during construction. Structure and Infrastructure Engineering 18:9, pages 1350-1364.
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Tianyou Tao, Xuehua Wen, Hao Wang, Chenxi Xing & Chunfeng Wang. Seismic control of a long-span triple-tower suspension bridge using hysteretic steel damper. Structure and Infrastructure Engineering 0:0, pages 1-12.
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