Seismic Analysis of Joints of New Precast Concrete Shear Wall Beam Structures

Abstract:

In this paper, an analysis of seismic performance was done about cast-in-situ and prefabricated wall - beam plane connecting joints by a nonlinear finite element analysis software. In ensuring parameters and loading unchanged, the stress nephogram was acquired on cast-in-situ and prefabricated wall - beam plane connecting nodes in the same low-cyclic reversed load test and two components hysteresis curves and skeleton curves were extracted. Through comparison and analysis. In the research scope, comparing with cast-in-situ joints, prefabricated wall - beam joints had high bearing capacity and good ductility. This template explains and demonstrates how to prepare your camera-ready paper for Trans Tech Publications. The best is to read these instructions and follow the outline of this text.

• Periodical: Applied Mechanics and Materials (Volumes 638-640)
• Pages: 1838-1841
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.638-640.1838
• Online since: September 2014
• Authors: Xian Hong Meng*, Yang Liu
• Keywords: Finite Element Analysis (FEA), Precast Concrete, Seismic Performance, Wall-Beam Joint

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