| 建筑用玻化微珠保温混凝土剪力墙抗震结构设计 |
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| 引用本文： | 朱保华,韩丽婷.建筑用玻化微珠保温混凝土剪力墙抗震结构设计[J].西北地震学报,2018,40(5):963-968. |
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| 作者姓名： | 朱保华 韩丽婷 |
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| 作者单位： | 江苏联合职业技术学院南京工程分院, 江苏 南京 211135,南京工业大学, 江苏 南京 211800 |
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| 基金项目： | 江苏省自然科学基金资助项目（BK20151414） |
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| 摘 要： | 传统方法主要通过导热系数低的材料和增加墙体厚度来达到抗震效果。该方法不仅浪费能源而且抗震性能较差,因此对建筑用玻化微珠保温混凝土剪力墙抗震结构进行设计,构建玻化微珠保温混凝土本构模型,获得与抗震结构相关的理论数据。根据所获取的数据,选择板壳单元SHELL63作为玻化微珠保温混凝土剪力墙抗震结构单元。依据抗震结构材料参数以及抗震结构单元,采用ANSYS软件模拟构建玻化微珠保温混凝土剪力墙抗震结构。分析实验结果可知,所设计建筑节能抗震结构的抗震性能较好,实际运用价值高。
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| 关 键 词： | 建筑节能 抗震结构 玻化微珠保温混凝土 本构模型 结构单元 ANSYS软件 |
| 收稿时间： | 2017/8/20 0:00:00 |
Aseismic Structure Design of Glazed Hollow BeadInsulation Concrete Shear Wall |
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| ZHU Baohua and HAN Liting.Aseismic Structure Design of Glazed Hollow BeadInsulation Concrete Shear Wall[J].Northwestern Seismological Journal,2018,40(5):963-968. |
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| Authors: | ZHU Baohua and HAN Liting |
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| Institution: | Nanjing Engineering Branch, Jiangsu Union Technical Institute, Nanjing 211135, Jiangsu, China and Nanjing University of Technology, Nanjing 211800, Jiangsu, China |
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| Abstract: | The traditional method of achieving an anti-seismic effect in walls uses materials with low thermal conductivity and increases the thickness of wall. This method not only wastes energy, but also has poor seismic performance. Therefore, a seismic structure of glazed hollow bead insulation concrete shear wall was designed. A constitutive model of glazed hollow bead insulation concrete was constructed, and the theoretical data related to seismic structure was obtained. According to the obtained data, the seismic structural unit of the shear wall was selected. The shell element SHELL63 was selected as the seismic structural unit. According to the seismic structural material parameters and the seismic structural unit, ANSYS software was used to simulate the seismic structure of the glazed hollow bead insulation concrete shear wall. The experimental results showed that the designed building displayed good energy saving and seismic performance, and, thus, was of high practical value. |
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| Keywords: | building energy saving aseismic structure glazed hollow bead insulation concrete constitutive model structural unit ANSYS software |
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