Simplified procedure for the estimation of local inelastic deformation demands for seismic performance assessment of buildings-Reference-Cited by-同舟云学术

Simplified procedure for the estimation of local inelastic deformation demands for seismic performance assessment of buildings

Published:2016-10-06 Issue:3 Volume:46 Page:491-514
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Araújo Miguel¹,Castro José Miguel¹

Affiliation:

1. Department of Civil Engineering; Faculty of Engineering of the University of Porto; Porto Portugal

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2825/fullpdf

Reference44 articles.

1. ASCE 31 and 41: apocalypse now;Paret;Structures Congress,2011

2. Critical review of guidelines and codes for seismic assessment of existing steel buildings;Araújo;Journal of Earthquake Engineering,2016

3. CEN. ENV 1998-3 Eurocode 8: design of structures for earthquake resistance - Part 3: assessment and retrofitting of buildings. European Committee for Standardization , Brussels, Belgium 2005

4. Seismic Evaluation and Retrofit of Existing Buildings

5. On the quantification of local deformation demands and adequacy of linear analysis procedures for the seismic assessment of existing steel buildings to EC8-3;Araújo;Bulletin of Earthquake Engineering,2016

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