Seismic Fragility Analysis of a Multi-Tower Super High-Rise Building Under Near-Fault Ground Motions
Author:
Affiliation:
1. School of Civil Engineering and Architecture, Changzhou Institute of Technology, Changzhou, China
2. School of Management Science and Engineering, Shandong Technology and Business University, Yantai, China
Funder
National Science Foundation of China
atural Science Foundation of the Jiangsu Higher Education Institutions of China
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2024.2373416
Reference38 articles.
1. Estimating seismic response to bidirectional excitation per unidirectional analysis: A reevaluation for motions with fling-step using SDOF systems
2. Estimation of seismic demands of steel frames subjected to near-fault earthquakes having forward directivity and comparing with pushover analysis results
3. Influence of foundation flexibility on seismic fragility of reinforced concrete high-rise buildings
4. Seismic fragility and damage assessment of reinforced concrete bridge pier under long-duration, near-fault, and far-field ground motions
5. Multi-pulse characteristics of near-fault ground motions
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