How is collapse risk of RC buildings affected by the angle of seismic incidence?-Reference-Cited by-同舟云学术

How is collapse risk of RC buildings affected by the angle of seismic incidence?

Published:2019-08-14 Issue:14 Volume:48 Page:1575-1594
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn

Author:

Skoulidou Despoina¹^ORCID,Romão Xavier¹^ORCID,Franchin Paolo²^ORCID

Affiliation:

1. CONSTRUCT‐LESE, Faculty of EngineeringUniversity of Porto Porto Portugal

2. Department of Structural and Geotechnical EngineeringSapienza University of Rome Rome Italy

Funder

Fundação para a Ciência e a Tecnologia

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3214

Reference60 articles.

1. Probability and Uncertainty in Seismic Hazard Analysis

2. HaseltonCB BakerJW BozorgniaY GouletCA KalkanE LucoN ShantzT ShomeN StewartJP TothongP Watson‐LampreyJandZareianF.Evaluation of ground motion selection and modification methods: predicting median interstory drift response of buildings. PEER2009(Technical Report 2009/01).

3. Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings

4. Modelling Uncertainties of Italian Code-Conforming Structures for the Purpose of Seismic Response Analysis

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