A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures

Author:

Rossetto Tiziana,Elnashai Amr

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference30 articles.

1. Displacement-based approaches to rational limit states design of new structures;Priestley,1998

2. Singhal A., Kiremidjian A.S. A method for earthquake motion–damage relationships with application to reinforced concrete frames. NCEER report, NCEER-97-0008, State University of New York at Buffalo, USA; 1997

3. Seismic fragility of LRC frames with and without masonry infill walls;Mosalam;Journal of Earthquake Engineering,1997

4. Derivation of vulnerability functions for European-type RC structures based on observational data;Rossetto;Engineering Structures,2003

5. Bommer J.J., Elnashai A.S., Chlimintzas G.O., Lee D. Review and development of response spectra for displacement-based seismic design. ESEE Section report 98-3, Imperial College, London, UK; 1998

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