Seismic control of cable-stayed bridges with bearing uplift using tie-down rope-spring device
Author:
Affiliation:
1. College of Civil Engineering, Guangzhou University, Guangdong, China
2. China Highway Engineering Consultants Corporation, Haikou, China
Funder
University Scientific Research Project of Guangzhou Education Bureau
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2021.1961932
Reference53 articles.
1. https://www.canambridges.com/case-study-pot-bearings-with-uplift-restraint-for-a-new-stadium-in-atlanta/
2. Low-cycle fatigue performance of high-strength steel reinforcing bars considering the effect of inelastic buckling
3. On the determination of natural frequencies and mode shapes of cable-stayed bridges
4. Conceptual Seismic Design of Cable-Stayed Bridges
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