Analysis Of Seismic Behavior For Concrete Structure With Permanent Shuttering Kit

Concrete structure with permanent shuttering kit is a new structural system whose developments and applications adapt well to the reformation of wall material in China. In order to realize the popularization and application of concrete structure with permanent shuttering kit in seismic zone, the seismic performance of this structure is discussed and analyzed in this paper.The developments of new structure styles are introduced in brief, as well as the theory of nonlinear static analysis (Push-Over). The software which is used in this paper are introduced.First, the finite element analysis of different scales of concrete wall with permanent shuttering kit is employed using the software of ANSYS, and then we get the result of the load effect which is under the displacement load, and the area of the crack and strain. Meanwhile, we have a reasonable constitutive relation for the new composites materials.Second, the analysis of the seismic performance of the concrete structure with permanent shuttering kit which has a new constitutive relation is employed using the software of ETABS. And we find that it is a reasonable way to analyze the new system. The method of the software is introduced particularly, which is compared with other software of SATWE. We also receive a conclusion that the height of the structure and the ratios of axial compression affect the seismic behavior of the structure.Finally, conclusions are educed according to the results. We suggest that we should improve the disquisition on concrete structure with permanent shuttering kit.