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方钢管混凝土柱延性的影响因素分析
引用本文:杜云晶,张灵坤. 方钢管混凝土柱延性的影响因素分析[J]. 山西建筑, 2012, 38(1): 34-35
作者姓名:杜云晶  张灵坤
作者单位:山东省聊城市规划建筑设计院,山东聊城,252000
摘    要:为研究方钢管混凝土的抗震性能,对以往学者在钢管混凝土柱延性影响因素方面的研究进行了总结,指出了钢管混凝土延性的影响因素主要有含钢率、混凝土强度等级、轴压比、长细比和钢材的屈服强度等几种,明确了延性随各种影响因素的变化规律,并对影响机理进行了分析,以达到改善方钢管混凝土柱延性的目的。

关 键 词:方钢管混凝土柱  延性  含钢率  长细比  轴压比

On analysis of influencing factors of ductility of square steel tubular concrete column
DU Yun-jing , ZHANG Ling-kun. On analysis of influencing factors of ductility of square steel tubular concrete column[J]. Shanxi Architecture, 2012, 38(1): 34-35
Authors:DU Yun-jing    ZHANG Ling-kun
Affiliation:DU Yun-jing ZHANG Ling-kun
Abstract:In order to study the anti-seismic performance of the square steel tubular concrete column,the paper sums up the research on the influencing factors which influence the ductility of the steel pipe concrete by experts previously,points out the influencing factors of the ductility of the steel pipe concrete include the steel ratio,the grades for concrete,the axial-load ratio,the slenderness ratio,the yield strength,identifies the change law for the ductility along with the influencing factors,and analyzes the influential mechanism,so as to improve the ductility of the square steel tubular concrete column.
Keywords:square steel tubular concrete column  ductility  steel ratio  the slenderness ratio  the yield strength ratio
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