| PKPM程序在框架-剪力墙结构设计中的思考 |
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| 引用本文： | 林玉英. PKPM程序在框架-剪力墙结构设计中的思考[J]. 福建建筑, 2009, 0(8): 41-43 |
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| 作者姓名： | 林玉英 |
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| 作者单位： | 福建经福建筑设计工程有限公司; |
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| 摘 要： | 本文根据《高层建筑钢筋混凝土结构技术规程》JGJ3—2002（以下简称高规）及《建筑抗震设计规）GB50011-2001（以下简称抗规）中的相关规定，结合工程实际对在PKPM中如何实现框架-剪力墙的控制点的应用及其计算结果进行分析；同时也要考虑经济造价。
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| 关 键 词： | PKPM SATWE 框架-剪力墙 |
Thinking of PKPM Program in Frame-Shear Wall Structure Design |
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| Lin Yuying. Thinking of PKPM Program in Frame-Shear Wall Structure Design[J]. Fujian Architecture & Construction, 2009, 0(8): 41-43 |
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| Authors: | Lin Yuying |
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| Affiliation: | Fujian Jingfu Architectural Design Institute 350025 |
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| Abstract: | This paper according to the provisions of "technical specification for high-rise buildings reinforced concrete"JGJ3-2002(hereinafter referred to as the high-specification ) and "buildings aseismic design code" GB50011-2001(hereinafter referred to as aseismic code ),in combination with the engineering practice of how to realize PKPM frame-shear wall control application and calculation results is analyzed;Also we must consider the economic cost. |
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| Keywords: | PKPM SATWE Frame-shear wall |
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