西华大学学报（自然科学版）2017，Vol.36Issue(3)：102-107,6.DOI:10.3969/j.issn.1673-159X.2017.03.018
宽扁梁宽厚比对托柱转换结构抗震性能的影响
Effect of Ratio of Wide Flat Beam Width to Thickness on the Seismic Performance of Support Column Structure
摘要
Abstract
Combined with the engineering example,structural model was established and the analysis of Modulation Decomposition Response Spectrum and pushover analysis were performed under the action of earthquake for wide flat beam with three different width,.The influence of the ratio of width-to-thickness of wide flat beam on the seismic performance of the structure was analyzed from the aspects of structural modal,deformation,internal force of structure,and plastic hinge distribution.According the analysis,the suggested value of the ratio can be 1.8-3.0.This can provide a useful reference for the design of such structures.关键词
宽扁梁式转换/抗震性能/托柱转换/宽厚比Key words
wide-flat beam type conversion/seismic performance/support column conversion/width to thickness ratio分类
建筑与水利引用本文复制引用
韩珏,马倩倩..宽扁梁宽厚比对托柱转换结构抗震性能的影响[J].西华大学学报（自然科学版）,2017,36(3):102-107,6.基金项目
商洛学院科研项目(14SKY-FWDF004). （14SKY-FWDF004）
