A Visual Data-Informed Fiber Beam-Column Model for the Analysis of Residual Hysteretic Behavior of Post-Earthquake Damaged RC Columns
Author:
Affiliation:
1. College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China
2. State Key Laboratory of Green Building in Western China, Xian University of Architecture & Technology, Xi’an, China
Funder
Independent Research and Development project
Publisher
Informa UK Limited
Subject
Safety, Risk, Reliability and Quality
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2226222
Reference53 articles.
1. Fragility Curves for RC Frames Subjected to Tohoku Mainshock-Aftershocks Sequences
2. Residual seismic performance of damaged reinforced concrete walls
3. Integrating visual damage simulation, virtual inspection, and collapse capacity to evaluate post‐earthquake structural safety of buildings
4. Full-scale seismic testing of concrete building columns reinforced with both steel and CFRP bars
5. Estimating small structural motions based on sparsity enforcement
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