Seismic Fragility Reduction for Base Isolated RC Frame Buildings by Curved Surface Sliding Bearings with Over-Stroke Displacement Capacity-Reference-Cited by-同舟云学术

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Seismic Fragility Reduction for Base Isolated RC Frame Buildings by Curved Surface Sliding Bearings with Over-Stroke Displacement Capacity

Published:2024-04-11 Issue:12 Volume:28 Page:3432-3446
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Di Cesare Antonio¹^ORCID,Lamarucciola Nicla¹^ORCID,Ponzo Felice Carlo¹^ORCID

Affiliation:

1. School of Engineering, University of Basilicata, Potenza, Italy

Funder

Consorzio della Rete dei Laboratori Universitari di Ingegneria Sismica e Strutturale

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2024.2337141

Reference46 articles.

1. ASCE/SEI 7-16. 2017. Minimum Design Loads and Associated Criteria for Buildings and Other Structures. Reston, VA: American Society of Civil Engineers.

2. Conditional Mean Spectrum: Tool for Ground-Motion Selection

3. Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis

4. Experimental study of the effect of restraining rim design on the extreme behavior of pendulum sliding bearings

5. To limit forces or displacements: Collapse study of steel frames isolated by sliding bearings with and without restraining rims

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