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The Experimental Study on Anti-seismic Ability of High axial Ratio Composite Energy Dissipation Shear Wall

Author: YangYongZhe
Tutor: FuXiuZuo
School: Tianjin University
Course: Civil structural engineering
Keywords: Composite energy dissipation shear wall Axial compression ratio Shear capacity Stiffness Time history analysis
CLC: TU398.2
Type: Master's thesis
Year: 2003
Downloads: 91
Quote: 0
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In this paper, a new type of energy dissipation the Seismic Resistance wall - composite energy dissipation shear wall were 4 ? Pin high axial compression ratio of the composite consumer Seismic performance of shear wall under low cyclic horizontal loads . Through the observation of the trial process and the analysis of the test results , summarizes the high axial compression than shear wall with respect to the characteristics of low axial compression ratio of components in energy consumption performance , ductility , etc. , to verify the composite energy dissipation shear wall shear bearing capacity of expression and stiffness formula , in good agreement with test results calculated . Last SATWE program application process analysis , through structural system power analysis , calculate the engineering examples , the superiority of the structural system . The test results showed that the composite energy dissipation shear wall stiffness compared with the traditional frame structure , high capacity , good ductility , cost advantages , to play in the earthquake energy damping effect of the shear , and a high level of practical application value.

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CLC: > Industrial Technology > Building Science > Building structure > Composite structure > Frame , shear wall structure
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