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Experimental Study on the Seismic Behavior of Replaceable Shear Links Connected to Coupling Beam
2018
International Journal on Advanced Science, Engineering and Information Technology
Abstract A seismic device for steel core frames of high-rise buildings has been developed. The system consists of two concentrically brace frames connected with coupling beams and shear links. The shear link has been designed to yield and dissipate the energy while the coupling beam and other elements of the frames remain elastic. The experimental work had been conducted on a model of halfscale sub-assemblage of core steel frame with its links made in Japan and Indonesia. The result of
doi:10.18517/ijaseit.8.2.4323
fatcat:zgmzomuwhrcgdpnnsayt5illee