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| 基于MARC软件的钢骨高强混凝土L形截面柱抗剪承载力研究 | |
| 引用本文： | 邱雪,李哲,赵岩峰,范振华,秦浩.基于MARC软件的钢骨高强混凝土L形截面柱抗剪承载力研究[J].水利与建筑工程学报,2008,6(4). |
| 作者姓名： | 邱雪 李哲 赵岩峰 范振华 秦浩 |
| 作者单位： | 1. 西安理工大学,陕西,西安,710048 2. 深圳市建筑设计研究总院有限公司第一分公司,广东,深圳,518031 3. 西安高新区市政配套服务中心,陕西,西安,710075 |
| 基金项目： | 西安理工大学自然科学基金项目(219819) |
| 摘 要： | 通过对矩形钢骨高强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。从而利用MARC软件进行钢骨高强混凝土L形截面柱在不同轴压力系数、剪跨比、配钢率下的数值模拟试验,得出了影响钢骨高强混凝土L形柱抗剪承载力因素的变化规律,提出了钢骨混凝土L形截面柱抗剪承载力计算公式。 |
| 关 键 词： | 钢骨 抗剪承载力 L形柱 MARC |
Research on Shear Bearing Capacity of L-shaped Column with Steel and High-strength Concrete Based on MARC |
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| QIU Xue,LI Zhe,ZHAO Yan-feng,FAN Zhen-hua,QIN Hao.Research on Shear Bearing Capacity of L-shaped Column with Steel and High-strength Concrete Based on MARC[J].Journal of Water Resources Architectural Engineering,2008,6(4). | |
| Authors: | QIU Xue LI Zhe ZHAO Yan-feng FAN Zhen-hua QIN Hao |
| Affiliation: | 1.Xi'an University of Technology;Xi'an;Shaanxi 710048;China;2.No.1 Branch Company of Shenzhen General Institute of Architectural Design and Research Co.;Ltd.;Shenzhen;Guangdong 518031;3.Municipal Service Center of Xi'an High-New Zone;Shaanxi 710075;China |
| Abstract: | The reliability of the software simulation is verified on the basis of MARC software simulation for test data of the shear bearing capacity of a rectangular column with steel and high-strength concrete.And based on MARC software,the numerical simulation tests are made for the L-shaped column with steel and high-strength concrete under different axis pressure coefficient,shear span ratio and steel reinforcement ratio.Then the change law impacting on the shear bearing capacity of the L-shaped column with stee... |
| Keywords: | steel shear bearing capacity L-shaped column MARC |
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