ELASTO-PLASTIC TIME HISTORY ANALYSIS OF STRUCTURE AND CONSTRUCTION

Zhang Teng; Wu Xiaohan; He Jinsheng

doi:10.13204/j.gyjz201406021

Volume 44 Issue 06

Jan. 2015

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Zhang Teng, Wu Xiaohan, He Jinsheng. ELASTO-PLASTIC TIME HISTORY ANALYSIS OF STRUCTURE AND CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 90-94. doi: 10.13204/j.gyjz201406021

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Zhang Teng, Wu Xiaohan, He Jinsheng. ELASTO-PLASTIC TIME HISTORY ANALYSIS OF STRUCTURE AND CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 90-94. doi: 10.13204/j.gyjz201406021

Zhang Teng, Wu Xiaohan, He Jinsheng. ELASTO-PLASTIC TIME HISTORY ANALYSIS OF STRUCTURE AND CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 90-94. doi: 10.13204/j.gyjz201406021

Citation:

Zhang Teng, Wu Xiaohan, He Jinsheng. ELASTO-PLASTIC TIME HISTORY ANALYSIS OF STRUCTURE AND CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 90-94. doi: 10.13204/j.gyjz201406021

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ELASTO-PLASTIC TIME HISTORY ANALYSIS OF STRUCTURE AND CONSTRUCTION

doi: 10.13204/j.gyjz201406021

Publish Date: 2014-06-20

Abstract

Abstract

Aiming at a double-tower connected structure，which model was built with NosaCAD and was transferred into ABAQUS finite-element model，construction simulation analysis and elasto-plastic time history analysis were performed． Based on behavior of the structure under rare earthquakes with intensity 7，the displacement，inter-story drifts and distribution of concrete damage patterns of the structure are obtained． The result indicates that under rare earthquakes，the maximum inter-story drifts satisfied the requirement of the Chinese seismic design code． The order and distribution of damage in the components are reasonable．
- ABAQUS,
- double-tower connected structure,
- construction simulation,
- elasto-plastic time history analysis

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