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COMPARISON BETWEEN SEISMIC PERFORMANCE OF BUCKLING-RESTRAINED BRACED STEEL FRAMES AND COMMON BRACED FRAMES

Mcc Capital

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Abstract

Using ABAQUS6.5 the time-history of the followed models is analyed: the model of common central braced frame,and that of central braced frame using BRB with low yield point steel under big earthquake,it is found that using BRB with low yield point steel,can not only solve the problem of buckling,but also all decrease displacement response.

About this research paper

What this paper is about

Using ABAQUS6.5 the time-history of the followed models is analyed: the model of common central braced frame,and that of central braced frame using BRB with low yield point steel under big earthquake,it is found that using BRB with low yield point steel,can not only solve the problem of buckling,but also all decrease displacement response.

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Available abstract

Using ABAQUS6.5 the time-history of the followed models is analyed: the model of common central braced frame,and that of central braced frame using BRB with low yield point steel under big earthquake,it is found that using BRB with low yield point steel,can not only solve the problem of buckling,but also all decrease displacement response.

Key concepts: Braced frame, Structural engineering, Buckling, Yield (engineering), Frame (networking), Point (geometry), Displacement (psychology), Steel frame

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COMPARISON BETWEEN SEISMIC PERFORMANCE OF BUCKLING-RESTRAINED BRACED STEEL FRAMES AND COMMON BRACED FRAMES — Research Paper | ScholarLens