نتایج جستجو برای: buckling restrained braced frame

تعداد نتایج: 114063  

2007
Yoshihiro Kanno Izuru Takewaki

This paper presents an optimization-based method for computing a minimal bounding ellipsoid that contains the set of static responses of an uncertain braced frame. Based on a non-stochastic modeling of uncertainty, we assume that the parameters both of brace stiffnesses and external forces are uncertain but bounded. A brace member represents the sum of the stiffness of the actual brace and the ...

Journal: :Journal of Structural Engineering 2013

Journal: :Bulletin of Earthquake Engineering 2022

Compared with traditional buckling-restrained brace (BRB), the steel-angle-assembled (SAA-BRB) is an innovative BRB light-weight, accurate control of geometrical dimensions, easy installation, and convenient disassembly. The SAA-BRB comprises external restraining system a cruciform-sectional inner core. Four steel angles assemble connection high-strength bolts, spacers are installed between cor...

Journal: :Journal of Structural and Construction Engineering (Transactions of AIJ) 2009

2015
Maryam Jalali Farzam Farahmand Seyed Mohammad Ebrahim Mousavi Seyed Ali Golestanha Tahmineh Rezaeian Shahram Shirvani Broujeni Mehdi Rahgozar Fateme Esfandiarpour

BACKGROUND Despite several studies with different methods, the effect of functional knee braces on knee joint kinematics is not clear. Direct visualization of joint components through medical imaging modalities may provide the clinicians with more useful information. OBJECTIVES In this study, for the first time in the literature, video fluoroscopy was used to investigate the effect of knee br...

2014
R. KANDASAMY R. THENMOZHI

In this paper, tests on flexural buckling ( Lateral – Torsional ) of cold-formed steel(CFS) lipped Channel beams under restrained boundary conditions are described Two point loading for flexural tests have been established for 3.0m span to obtain uniform bending moment. The section sizes selected for testing are 100x50x10 mm, 100x50x15 mm and 100x50x20 mm with 1.6mm and 2.0mm thickness for the ...

2015
Keunhyoung Park Hyo Seon Park

1. Abstract The distributed Genetic Algorithm (GA) for PC cluster with multi-core-CPUs is proposed as a time reducing method for determining the schemes of retrofitting existing buildings with Buckling restrained Brace (BRB). Nondominated Sorting Genetic Algorithm-II (NSGA-II), one of the derivative evolutionary algorithm in heuristic method, was applied since the optimization problem have a mu...

Journal: :Journal of Structural and Construction Engineering (Transactions of AIJ) 2013

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