Estimating fragility curves of pre-70 RC frame buildings considering different performance limit states

Author:

Cardone Donatello,Rossino Mario,Gesualdi Giuseppe

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference30 articles.

1. Braga F. Evaluation of a conventionally defined vulnerability of buildings based on surveyed damage data. In: Proceedings of the 9th European conference on earthquake engineering, Lisbon, Portugal, LNEC, vol 1, 2.3. p. 33–40; 1986.

2. Anagnos T, Rojahn C, Kiremidjian AS. NCEER-ATC joint study on fragility of buildings. Techn. Rep. NCEER; 1995 95-0003, State Univ. of NY at Buffalo.

3. Spence. Correlation of ground motion with building damage: The definition of a new damage-based seismic intensity scale, 10WCEE; 1992.

4. Seismic reliability of R/C frames with uncertain drift and member capacity;Dymiotis;J Str Eng ASCE,1999

5. A method for probabilistic evaluation of seismic structural damage;Singhal;J Struct Eng ASCE,1996

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