THE VIBRATION REDUCING PERFORMANCE OF SINGLE-LAYER OVAL LATTICE SHELL WITH BUCKLING RESTRAINED BRACES
This paper reports on how to reduce earthquake responses for a single layer lattice dome installed with buckling restrained braces. The software of nonlinear finite element analysis ANSYS has been used and the single-layer oval Lattice Shell is modeling and analyzed with Buckling Restrained Braces(BRBs) on vibration reducing performance. On the assumption that the material modal of steel is the perfect elastic-plastic modal, the single-layer landing oval shell works under the effect of 3-dimension El-Centro and Taft wave during the course of the analysis. The result shows that the displacement response of the key-points and the force of the structure on the shell equipped with BRBs decrease evidently. This paper compares the different position of the BRBs in the single-layer landing oval shell as well, and puts forward the arrangement principle of the BRBs.
Buckling Restrained Braces oval Lattice shell single-layer dome vibration reducing performance arrangement of BRBs.
XiuLi WANG Benke WANG
Professor, School of Civil Engineering, Lanzhou University of Technology, Lanzhou ,China Graduate student, School of Civil Engineering, Lanzhou University of Technology, Lanzhou, ,China
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）