A New Methodology to Predict Cumulative Plastic Ductility Capacity of Steel Buckling-Restrained Braces

Author:

Sadrara Ali,Epackachi Siamak,Imanpour Ali

Publisher

Springer Nature Switzerland

Reference36 articles.

1. Andrews BM, Fahnestock L, Song J (2008) Performance-based engineering framework and ductility capacity models for buckling-restrained braces. Newmark Structural Engineering Laboratory. University of Illinois at Urbana

2. Black C, Aiken ID, Makris N (2002) Component testing, stability analysis, and characterization of buckling-restrained unbonded braces (TM). Pacific Earthquake Engineering Research Center

3. Dangeti P (2017) Statistics for machine learning: techniques for exploring supervised, unsupervised, and reinforcement learning models with python and R. Packt Publ: 442/438

4. Dehghani M, Tremblay R (2018) Design and full-scale experimental evaluation of a seismically endurant steel buckling-restrained brace system. Earthq Eng Struct Dyn 47(1):105–129. https://doi.org/10.1002/EQE.2941. Accessed 16 Mar 2022

5. Fahnestock LA (2006) Analytical and large-scale experimental studies of earthquake-resistant buckling-restrained braced frame systems. Lehigh University

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