Performance-based seismic retrofit procedure with shake table validation

Author:

Bahmani Pouria,van de Lindt John W.,Pryor Steven E.,Mochizuki Gary L.

Funder

National Science Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. ASCE7-10. Minimum design loads for buildings and other structures, ASCE/SEI 7-10, American Society of Civil Engineers”, Reston, Virginia; 2010.

2. FEMA, Federal Emergency Management Agency. Seismic evaluation and retrofit of multi-unit wood-frame buildings with weak first stories - FEMA P-807, Washington, D.C.; 2012.

3. Bahmani, P. Performance-Based Seismic Retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. PhD Dissertation, Colorado State University, Fort Collins, CO, May 2015; 2015.

4. Priestley MJN. Displacement-based approaches to rational limit states design of new structures. In: Keynote Address, Proceedings of the 11th European Conference on Earthquake Engineering, Paris, France; 1998.

5. Performance-based seismic design of wood framed buildings;Filiatrault;ASCE J Struct Eng,2002

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