2007•Shanxi ArchitectureRequires access
Finite element analysis on the shear bearing behavior of staggered-truss floor slab system
Wang Ron
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Abstract
In order to investigate the shear bearing capacity of the floor slab in staggered-truss system,the analysis on a design scheme of staggered-truss is carried out by using ETABS.Based on the result of finite element analysis of the 1∶3 model,the shear bearing behavior of the floor slab,the internal force and aseismic behavior of the shear connectors under the lateral load can be summarized.The results show that the staggered-truss system has a high capacity to resist the lateral load.