| 高层建筑短肢剪力墙与异形柱结构受力分析与设计 |
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| 引用本文： | 卢艳秋,卢铁钢. 高层建筑短肢剪力墙与异形柱结构受力分析与设计[J]. 价值工程, 2014, 0(30): 138-139 |
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| 作者姓名： | 卢艳秋 卢铁钢 |
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| 作者单位： | 1. 沈阳市规划设计研究院,沈阳,110004
2. 沈阳市城市安居置业有限公司,沈阳,110033 |
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| 摘 要： | 基于短肢剪力墙结构与异形柱框架的试验数据,结合工程实践,分析二者的受力特点,并对各自的结构计算、构造等问题进行研究分析,同时提出相应的政策建议,进而为设计高层建筑短肢剪力墙与异形柱结构提供参考依据。
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| 关 键 词： | 高层建筑 短肢剪力墙 异形柱结构 |
High-rise Building Short Shear Wall and Special-shaped Column Structure Stress Analysis and Design |
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| LU Yan-qiu,LU Tie-gang. High-rise Building Short Shear Wall and Special-shaped Column Structure Stress Analysis and Design[J]. Value Engineering, 2014, 0(30): 138-139 |
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| Authors: | LU Yan-qiu LU Tie-gang |
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| Affiliation: | LU Yan-qiu, LU Tie-gang (1Shenyang Urban Planning Design ＆ Research Institute,Shenyang 110004, China; 2Shenyang City Housing Real Estate Co., Ltd., Shenyang 110033, China ) |
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| Abstract: | Based on the test data of short shear wall structure and special-shaped column frame, combined with engineering practice, this paper analyzes the stress characteristics and the problems of structure calculation and structure, and puts forward the corresponding policy recommendations, providing a reference basis for the design of high-rise building short shear wall and special-shaped column structure. |
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| Keywords: | high-rise building short shear wall special-shaped column structure |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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