Lumped mass models for use in predicting collapse of an isolated building

Author:

Yang Ya-HengORCID,Becker Tracy C.ORCID,Sone TakayukiORCID,Yoneda Harumi,Kinoshita Takahiro

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

1. Incremental dynamic analysis;Vamvatsikos;Earthquake Eng Struct Dyn,2002

2. Jalayer F. Direct probabilistic seismic analysis: implementing non-linear dynamic assessments. Ph.D. thesis. Stanford, Palo-Alto, CA: Stanford university; 2003.

3. FEMA. Quantification of building seismic performance factors. Report FEMA P695. Federal Emergency Management Agency. Washington DC, USA; 2009.

4. To limit forces or displacements: collapse study of steel frames isolated by sliding bearings with and without restraining rims;Bao;Soil Dynam and Earthquake Eng,2018

5. Developing collapse fragility curves for base- isolated buildings;Cardone;Earthquake Eng Struct Dyn,2019

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