Multi-hazard loss analysis of tall buildings under wind and seismic loads
Author:
Affiliation:
1. Department of Civil and Environmental Engineering, University of Perugia, Perugia, Italy.
2. Faculty of Civil and Environmental Engineering, Technion – Israel Institute of Technology, Haifa, Israel.
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/15732479.2018.1442482
Reference65 articles.
1. On the Design of High-Rise Buildings for Multihazard: Fundamental Differences between Wind and Earthquake Demand
2. On stick–slip phenomenon as primary mechanism behind structural damping in wind-resistant design applications
3. Proposal of a probabilistic model for multi-hazard risk assessment of structures in seismic zones subjected to blast for the limit state of collapse
4. AZ/NZS 1170.2:2011 (2011). Australian/New Zealand Standard. Structural design actions - Part 2: Wind actions.
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