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Seismic performance evaluation for base-isolated single-tower cable-stayed bridges with inerter-based vibration absorbers

delete2026-07-31
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PRE
AI
Y
Yunshan Shi
J
Jianian Wen
H
Huan Li *
L
Li Xu
Q
Qiang Han
DOI：10.1016/j.engstruct.2026.123474delete
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Abstract

Abstract

En 中文
• Proposed simplified dynamic models for BI-STCSB with TID and TMDI. • Integrated TID and TMDI with FPB to form hybrid seismic control systems for STCSB. • Conducted parameter optimization for TID and TMDI via an H2 norm-based method. • Significantly mitigated the seismic responses of the girder and pylon of BI-STCSB.

Journal

Engineering Structures cover
Engineering Structures
IF:
6.4
Papers:
2.1W
Citations:
8.7W

Organization

B
beijing university of technology
Scholars:
4.3K
Papers: 1.5K
Citations: 0
F
fuzhou university
Scholars:
3.1W
Papers: 2.1W
Citations: 31
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