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.
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