Seismic Performance Investigation of Buckling Restrained Braces with Parallel Yielding Double Core
Subject Areas : Analysis of Structure and Earthquake
Kourosh Mehdizadeh
1
,
Abbasali Sadeghi
2
,
Seyede Vahide Hashemi
3
1 - Department of Civil Engineering, Garmsar Branch, Islamic Azad University, Garmsar, Iran
2 - Department of Civil Engineering, Mashhad Branch, Islamic Azad University, Mashhad, Iran
3 - Department of Civil Engineering, Engineering Faculty, Sistan and Baluchestan University, zahedan, Iran
Keywords: : Buckling Restrained Brace (BRB), Parallel Yielding Double Core, Adaptive Pushover Nonlinear Static Analysis, Time history Nonlinear Dynamic Analysis, Far-Fault Earthquake,
Abstract :
The buildings equipped with buckling restrained brace (BRB) are earthquake resistant structures that have two properties of high lateral stiffness and ability to absorb and dissipate energy at the same time In this study, a parallel double core mechanism with the same core length and with different yielding stress was used to investigate the seismic performance of buckling restrained brace of single core and double core. Therefore, in this research, three 3-dimensional 3, 6 and 9-story buildings equipped with concentric buckling restrained braces were designed according to AISC-LRFD Code along with the controlling of the seismic criteria based on standard 2800 version 4th in ETABS 2017 software. Then, the two dimensional perimeter frames equipped with buckling restrained brace were modeled in SeismoStruct 2018 software in two states of single core and double core. In order to investigate the behavior of these structures, the adaptive pushover nonlinear static analysis and time history nonlinear dynamic analysis were performed under three far fault earthquakes. The results presented that the use of a parallel yielding double core increased the elastic stiffness of the structures but does not cause a noticeable change in the lateral strength of the prototypes. Also under applied earthquakes, the hysteresis curves were obtained and these figures showed that the use of a parallel double core increased the earthquake energy dissipation. In general, the use of the double core buckling restrained brace reduced seismic responses such as roof displacement, roof acceleration, drift and base shear by approximately 20%.
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