Shear Fragility Analysis of Non-Classically Damped Three-Dimensional Structures Under Seismic Excitation

Shear Fragility Analysis of Non-Classically Damped Three-Dimensional Structures Under Seismic Excitation

This study proposes a seismic performance evaluation method for structures using the base shear index to calculate the collapse probability. After non-proportional damping was applied to the three-dimensional bar system model, the structural dynamic response was computed through large-scale finite e...

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Bibliographic Details
Main Authors: Jinghui Wang, Ping Tan, Tiancan Huang, Xuefeng He, Fulin Zhou
Format: Article
Language:English
Published: MDPI AG 2024-12-01
Series:Buildings
Subjects:
fragility analysis
non-classically damping
VUEL
CM-RSM
FD-RSM
Online Access:https://www.mdpi.com/2075-5309/14/12/3967
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