Earthquakes and Structures
Volume 13, Number 6, 2018, pages 531-538
DOI: 10.12989/eas.2017.13.6.531
Seismic performance evaluation of buckling restrained braced frames (BRBF) using incremental nonlinear dynamic analysis method (IDA)
M. Khorami , M. Khorami , M. Alvansazyazdi , M. Shariati , Y. Zandi , A. Jalali , M.M. Tahir
Abstract
Key Words
incremental nonlinear dynamic analysis (IDA); buckling restrained braced frame (BRBF); special concentric braced frame (SCBF); seismic performance; level exceedance probability; analytical fragility curve
Address
- M. Khorami — Facultad de Arquitectura y Urbanismo, Universidad Tecnológica Equinoccial, Calle Rumipamba s/n y Bourgeois, Quito, Ecuador /Facultad de Ingeniería Civil y Ambiental, Escuela Politécnica Nacional, Ladrón de Guevara E11-253L, Quito, Ecuador
- M. Khorami — Civil Engineering Department, Islamic Azad University, Tehran, Iran
- M. Alvansazyazdi — Facultad Ingeniería Ciencias Físicas y Matemática, Carrera Ingeniería Civil, Universidad Central del Ecuador, Quito, Ecuador 5Facultad de Arquitectura, Universidad Laica Eloy Alfaro de Manabí, Ecuador
- M. Shariati and A. Jalali — Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran
- Y. Zandi — Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran
- M.M. Tahir — UTM Construction Research Centre, Faculty of Civil Engineering, Institute for Smart Infrastructure and Innovative Construction, UTM, 81310, Johor Bahru, Johor, Malaysia
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