| 基于MARC软件的钢骨混凝土T形截面柱抗剪承载力研究 |
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| 引用本文： | 邱雪,范振华,李永辉.基于MARC软件的钢骨混凝土T形截面柱抗剪承载力研究[J].工业建筑,2009(Z1). |
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| 作者姓名： | 邱雪 范振华 李永辉 |
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| 作者单位： | 陕西省天然气股分有限公司;西安高新区市政配套服务中心;西安理工大学; |
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| 摘 要： | 通过对T形钢骨混凝土柱的抗剪承载力试验数据的Marc软件模拟,验证了软件模拟的可靠性。利用Marc软件,通过对改变配骨形式的钢骨混凝土T形截面柱在不同轴压力系数、剪跨比、配骨率下的数值模拟试验,得出了影响钢骨高强混凝土T形柱抗剪承载力因素的变化规律,提出了钢骨混凝土T形截面柱抗剪承载力计算公式。
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| 关 键 词： | 钢骨 抗剪承载力 T形柱 MARC |
RESEARCH ON SHEAR BEARING CAPACITY OF SRC COLUMN WITH T-SECTION BASED ON MARC |
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| Qiu Xue Fan Zhenhua Li Yonghui.RESEARCH ON SHEAR BEARING CAPACITY OF SRC COLUMN WITH T-SECTION BASED ON MARC[J].Industrial Construction,2009(Z1). |
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| Authors: | Qiu Xue Fan Zhenhua Li Yonghui |
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| Affiliation: | 1.Shaanxi Provincial Natural Gas Co.Ltd;Xi'an 710016;China;2.Municipal & Mating Service Center of Xi'an High-Technical Zone;Xi'an 710075;3.Xi'an University of Technology;Xi'an 710048;China |
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| Abstract: | The reliability of software stimulation is verified through the simulation of shear strength's test data of T shape steel reinforced concrete column by MARC software.So formula of shear strength and change law which have impact on T-shape steel reinforced concrete is obtained based on data stimulation test of different section under different axial compression coefficient,shear span ratio and steel rate of reinforced column. |
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| Keywords: | steel shear bearing strength T-shaped column MARC |
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