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| 小高层住宅结构方案--大开洞剪力墙与异型柱框剪结构对比分析 | |
| 引用本文： | 侯书利,汪明栋,徐若娅,康丽.小高层住宅结构方案--大开洞剪力墙与异型柱框剪结构对比分析[J].地震工程与工程振动,2006,26(3):148-151. |
| 作者姓名： | 侯书利 汪明栋 徐若娅 康丽 |
| 作者单位： | 1. 济南同圆建筑设计研究院有限公司,山东,济南,250001 2. 山东交通学院,山东,济南,250023 3. 济南市建设工程勘察设计质量监督站,山东,济南,250001 4. 山东商业职业技术学院,山东,济南,250001 |
| 摘 要： | 通过对某小区小高层住宅2种结构方案的综合讨论,分析了小高层住宅的合理结构型式,提出了设计建议可供工程设计参考。异型柱框架-剪力墙结构框架柱布置灵活、隐蔽性好,但其柱截面不规则、计算理论不成熟、抗震能力较差、构造措施不理想、而且建筑自振周期长,侧向位移大,难以用于较高的高层住宅和抗震烈度较高的地区;大开洞剪力墙结构受力明确、计算理论成熟,又有较为精确的计算程序,而且墙厚可以在规范允许的范围内减薄,从而进一步降低了工程造价。通过2种方案比较,认为大开洞剪力墙体系与异型柱框剪结构相比,配筋总量基本接近,但其侧移较小,具有较好的延性,可应用于小高层住宅和地震烈度较高地区并可取得显著经济效益。 |
| 关 键 词： | 大开洞剪力墙结构 异型柱框剪结构 设计对比 |
| 文章编号： | 1000-1301（2006）03-0148-04 |
| 收稿时间： | 2005-11-28 |
| 修稿时间： | 2005-11-282006-03-10 |
Comparison between large-opening shear wall and special-shaped column frame-shear wall in high-rise buildings |
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| Hou Shuli,Wang Mingdong,Xu Ruoya,Kang Li.Comparison between large-opening shear wall and special-shaped column frame-shear wall in high-rise buildings[J].Earthquake Engineering and Engineering Vibration,2006,26(3):148-151. | |
| Authors: | Hou Shuli Wang Mingdong Xu Ruoya Kang Li |
| Institution: | 1. Jinan Tongyuan Architectural Design and Research Institue Co., Ltd, Jinan 250001, China; 2. Shandong Jiaotong University, Jinan 250023, China 3. Jinan Examination Center for Architectural Drawings, Jinan 250001, China; 4. Shandong Institute of Commercial Technology, Jinan 250001, China |
| Abstract: | Based on the comparison of two types of structures for high-rise residential buildings,suggestions are made for design to offer references for certain projects.For frame-shear wall structure with special-shaped columns,due to its irregular sections,lateral displacement and subsequent poor seismic behavior,the application will be restricted while taking into account building heights and seismic intensity.Large-opening shear wall structures,however,with clear mechanical principles and precise computer programs,calculations can easily be conducted.The seismic property of large-opening shear walls is better than those frames with special-shaped columns.In the areas of higher seismic intensity,in particular,shear wall structures are strongly recommended for high-rise residential buildings. |
| Keywords: | large opening shear wall frame-shear wall with special-shaped columns comparison of design |
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