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高墩抗震性能指标与分析模型精细度的关联性研究
引用本文:郭青伟,李玉涛.高墩抗震性能指标与分析模型精细度的关联性研究[J].南阳师范学院学报,2011,10(12):38-41.
作者姓名:郭青伟  李玉涛
作者单位:1. 南阳师范学院土木建筑工程学院,河南南阳,473061
2. 河南工业职业技术学院建筑工程系,河南南阳,473009
摘    要:使用大型有限元分析软件ADINA对高墩进行非线性时程分析,通过对模型采用不同积分段划分形式。研究高墩抗震性能指标与模型精细度的关联性,探讨如何选择与模型关联性小的性能指标,并给出合理划分单元的建议,所得结论可为桥梁抗震设计提供参考.

关 键 词:高墩  性能指标  精细度  积分段  曲率  塑性铰  关联性

Research on relevance of seismic performance indexes and model accuracy of high pier
GUO Qing-wei,LI Yu-tao.Research on relevance of seismic performance indexes and model accuracy of high pier[J].Journal of Nanyang Teachers College,2011,10(12):38-41.
Authors:GUO Qing-wei  LI Yu-tao
Institution:1.School of Civil Engineering and Architecture,Nanyang Normal University,Nanyang 473061,China; 2.Department of Architectural Engineering,Henan Polytechnic Institute,Nanyang 473009,China) `
Abstract:This paper studied the relevance of the seismic performance indexes and the model accuracy of high pier in the case of different divisions of the model, using the large finite element analysis software ADINA by the nonlinear time-history analysis. How to choose the minimum relevance performance indexes was discussed, and a reasonable advice of element division was given, the reference for the bridge seismic design is provided.
Keywords:high pier  performance indexes  accuracy  slices  curvature  plastic hinge  relevance
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