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| 圈梁结构墙体受力性能试验与数值模拟 | |
| 引用本文： | 谢镭,潘永战,查支祥.圈梁结构墙体受力性能试验与数值模拟[J].辽宁工程技术大学学报(自然科学版),2009,28(3). |
| 作者姓名： | 谢镭 潘永战 查支祥 |
| 作者单位： | 1. 河南科技大学,建筑工程学院,河南,洛阳,471003 2. 河南科技大学,建筑工程学院,河南,洛阳,471003;青岛理工大学,土木工程学院,山东,青岛,266033 3. 浙江大学,宁波理工学院,浙江,宁波,315100 |
| 基金项目： | 河南省教育厅自然科学基金资助项目 |
| 摘 要： | 为了研究异型构造柱-圈梁体系受力特点,通过对普通构造柱-圈梁结构墙体和异型构造柱-圈梁结构墙体的实验对比,分析异型构造柱砌块组合墙体在竖向荷载和水平载荷共同作用下的力学性能和破坏机理,并与有限元数值模拟进行对照.结果表明:这种新型墙体结构具有良好的抗震性能,该成果对砌体结构发展具有一定的参考价值和指导意义. |
| 关 键 词： | 异型构造柱-圈梁 砌块 抗震性能 数值模拟 试验 |
Experimental study and numerical simulation of the mechanical performance of profiled constructional column-beam system walls |
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| XIE Lei,PAN Yongzhan,ZHA Zhixiang.Experimental study and numerical simulation of the mechanical performance of profiled constructional column-beam system walls[J].Journal of Liaoning Technical University (Natural Science Edition),2009,28(3). | |
| Authors: | XIE Lei PAN Yongzhan ZHA Zhixiang |
| Institution: | 1. School of Architectural Engineering;Henan University of Science and Technology;Luoyang 471003;China;2. School of Civil Engineering;Qingdao Technological University;Qingdao 266033;3. Ningbo Institute of Technology;Zhejiang University;Ningbo 315100;China |
| Abstract: | The mechanical performance and failure mechanism of profiled constructional column-beam system walls are investigated to understand its mechanical characteristics. In the study, an experimental comparative method is used to compare the situations for normal construction column and profiled construction column under the condition of static vertical horizontal loading. In addition, finite element numerical simulations are conducted. Results demonstrate that masonry block restrained by profiled construction co... |
| Keywords: | profiled constructional column-beam system block anti-seismic behavior numerical simulation experiment |
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