A macro‐model for describing the in‐plane seismic response of masonry‐infilled frames with sliding/flexible joints
Author:
Affiliation:
1. Department of Civil and Environmental Engineering University of Strathclyde Glasgow UK
2. Department of Engineering Durham University Durham UK
3. Department of Civil Engineering and Architecture University of Catania Catania Italy
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3714
Reference41 articles.
1. Repair Costs of Existing RC Buildings Damaged by the L'Aquila Earthquake and Comparison with FEMA P-58 Predictions
2. Evaluation of Repair Costs for Masonry Infills in RC Buildings from Observed Damage Data: the Case-Study of the 2009 L’Aquila Earthquake
3. Innovative seismic solution for clay masonry infills with sliding joints: Principles and details
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