Probabilistic assessment of structures with SPSW systems and LYP steel infill plates using fragility function method

Author:

Zhang Jian,Zirakian Tadeh

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

1. FEMA 445. Next-generation performance-based seismic design guidelines: program plan for new and existing buildings. Prepared by the applied technology council for the Federal Emergency Management Agency. Washington D.C.; 2006.

2. Gould NC. Performance based seismic design. International Risk Management Institute Online Articles; October 2003. .

3. Design of steel plate shear walls considering inelastic drift demand;Ghosh;J Constr Steel Res,2009

4. Bayat MR. Performance-based plastic design of earthquake resistant steel structures: concentrically braced frames, tall moment frames, plate shear wall frames. Ph.D. Dissertation. The Faculty of Graduate School. The University of Texas at Arlington; 2010.

5. Berman JW, Lowes LN, Baldvins NM, Low NA, Janes TN. Performance based design tools for steel plate shear walls. Structures Congress ASCE; 2010. p. 3443–54.

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