Alternative closed-form solutions for the mean rate of exceedance of structural limit states-Reference-Cited by-同舟云学术

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Alternative closed-form solutions for the mean rate of exceedance of structural limit states

Published:2013-04-22 Issue:12 Volume:42 Page:1827-1845
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Romão Xavier¹,Delgado Raimundo¹,Costa Aníbal²

Affiliation:

1. Civil Engineering Department; Faculdade de Engenharia da Universidade do Porto; Rua Dr. Roberto Frias; 4200-465; Porto; Portugal

2. Civil Engineering Department; Universidade de Aveiro; Campus Universitário de Santiago; 3810-193; Aveiro; Portugal

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2300/fullpdf

Reference46 articles.

1. The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines;Cornell;Journal of Structural Engineering,2002

2. Jalayer F Cornell CA Technical framework for probability-based demand and capacity factor (DCFD) seismic formats PEER Report 2003/08 2000

3. Jalayer F Direct probabilistic seismic analysis: implementing non-linear dynamic assessments Ph.D. Dissertation 2003

4. FEMA 350. Recommended seismic design criteria for new steel moment-frame buildings 2000

5. Seismic risk evaluation of RC bridge structures;Lupoi;Earthquake Engineering and Structural Dynamics,2003

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