Derivation of vulnerability functions for European-type RC structures based on observational data

Author:

Rossetto T.,Elnashai A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Correlation of ground motion with building damage: the definition of a new damage-based seismic intensity scale;Spence,1992

2. MSK Scale of seismic intensity;Medvev,1969

3. A model for buildings’ vulnerability assessment using the parameterless scale of seismic intensity (PSI);Orsini;Earthquake Spectra,1999

4. Vulnerability functions for Japanese buildings based on damage data from the 1995 Kobe earthquake;Yamazaki;Implication of Recent Earthquakes on Seismic Risk, Series on Innovation and Construction: Imperial College Press,2000

5. Architectural Institute of Japan. Preliminary report of the 1995 Hyogoken-Nanbu Earthquake, (english edition). Tokyo, April 1995.

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