| 两跨三层S梁-SC柱组合框架抗震性能试验研究 |
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| 引用本文： | 白国良,姜维山,赵鸿铁,宋明秀. 两跨三层S梁-SC柱组合框架抗震性能试验研究[J]. 哈尔滨建筑大学学报, 1993, 0(Z1) |
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| 作者姓名： | 白国良 姜维山 赵鸿铁 宋明秀 |
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| 作者单位： | 西安冶金建筑学院，西安冶金建筑学院，华北电力设计院，华北电力设计院 |
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| 摘 要： | 为研究钢(S)梁和角钢骨架混凝土(SC)柱组成的框架在荷载作用下的工作性能,进行了一榀1/3比例两跨三层S梁-SC柱组合框架模型在低周反复荷载作用(伪静力)和使用等效单自山度体系输入实际地震加速度记录(拟动力)两种加荷方式下的试验。根据试验结果,文中对组合框架的破坏机制、变形、刚度和延性以及组成构件的工作性能进行了初步分析研究。
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| 关 键 词： | 组合框架 伪静力 拟动力 等效单自由度 抗震性能 |
Experimental Study on Aseismic Behavior of Two-bay Three-story Composite Frame Composed of Steel Beams and Steel Concrete Columns |
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| Bai Guoliang,Jiang Weishan,Zhao Hongtie,Song Mingxiu. Experimental Study on Aseismic Behavior of Two-bay Three-story Composite Frame Composed of Steel Beams and Steel Concrete Columns[J]. Journal of Harbin University of Civil Engineering and Architecture, 1993, 0(Z1) |
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| Authors: | Bai Guoliang Jiang Weishan Zhao Hongtie Song Mingxiu |
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| Affiliation: | Bai Guoliang;Jiang Weishan;Zhao Hongtie;Song Mingxiu |
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| Abstract: | In order to investigate the behaviors of composite frame composed of steel beams and steel concrete columns with angle lacings,the pseudo-static tests and pseudo-dynamic carthquake response tests of one third scale two-bay three-story composite frame,conducted as equivalent single degree of freedom sys- tem have been carried out.According to the experimental results,the failure mecha- nism,deformation,rigidity and ductility of the composite frame have preliminarily been analyzed.The working properties of the beams,the columns and the joints in the frame have also been discussed in this paper. |
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| Keywords: | composite frame pseudo-static test pseudo-dynamic test equivalent single degree of freedom ascismic behavior |
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