Improved probabilistic quantification of drift demands for seismic evaluation

Author:

Stoica Maria,Medina Ricardo A.,McCuen Richard H.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Shome N, Cornell CA. Probabilistic seismic demand analysis of non-linear structures. Report No. RMS-35. Stanford (CA): Stanford University; 1999.

2. The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines;Cornell;J Struct Eng ASCE,2002

3. Jalayer F. Direct probabilistic seismic analysis: implementing non-linear dynamic assessments. PhD thesis, Dept of Civil and Env Eng. Stanford (CA): Stanford University; 2003.

4. Performance evaluation of new steel frame buildings for seismic loads;Lee;Earthquake Eng Struc,2002

5. Shome N, Cornell CA, Bazzurro P, Carballo JE. Earthquakes, records, and nonlinear MDOF responses. Report No. RMS-29. Stanford (CA): Stanford University; 1997.

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