Discussion of Post-earthquake fast damage assessment using residual displacement and seismic energy: Application to Mexico City
Author:
Affiliation:
1. Facultad de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, Morelia, México
2. Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, USA
Abstract
Publisher
SAGE Publications
Subject
Geophysics,Geotechnical Engineering and Engineering Geology
Link
http://journals.sagepub.com/doi/pdf/10.1177/87552930211068862
Reference24 articles.
1. Residual drift demands in moment-resisting steel frames subjected to narrow-band earthquake ground motions
2. Permanent seismic drifts in steel moment frames
3. Maximum seismic displacements evaluation of steel frames from their post-earthquake residual deformation
4. PERFORMANCE-BASED SEISMIC RESPONSE OF FRAME STRUCTURES INCLUDING RESIDUAL DEFORMATIONS. PART I: SINGLE-DEGREE OF FREEDOM SYSTEMS
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