Experimental study on seismic performance of two-segment replaceable link with channel splicing plate

Author:

Li Shen,Jiang Chenxu,Ruan Dong,Du Ningjun,Lu Junlong

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference29 articles.

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2. On the rigidity and ductility of steel bracing assemblage[C];Tanabashi,1974

3. Cyclic web buckling control for shear link beams [J];Kasai;J. Struct. Eng.,1986

4. Seismic Provisions for Structural Steel Buildings: AISC 341–10 [S],2010

5. Study on the seismic performance of high-strength steel framed-tube structures with replaceable shear links [J];Zhang;J. Constr. Steel Res.,2020

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