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SATWE程序中楼板模型的分析建议
引用本文:师希望,郑宝磊,赵武运,林顺青.SATWE程序中楼板模型的分析建议[J].山西冶金,2011,34(6):16-18.
作者姓名:师希望  郑宝磊  赵武运  林顺青
作者单位:1. 山西工程职业技术学院 山西太原030009
2. 山东省城建设计院 山东济南250000
3. 信息产业电子第十一设计研究院科技工程股份有限公司,四川成都,610021
4. 莆田市高速公路有限责任公司,福建莆田,351100
摘    要:高层结构的楼板有多种布置方式,规则的楼板和不规则的楼板的受力特性完全不同,通过对一高层结构进行分析,得出比较真实的结果,刚性楼板对梁刚度的贡献不宜太大,通过SATWE分析结构显示,由于刚度的影响,对于框架梁板预负筋应适当加大.

关 键 词:刚性楼板  刚度  SATWE分析

Analysis of Floors in SATWE Program
SHI Xiwang , ZHENG Baolei , ZHAO Wuyun , LIN Shunqing.Analysis of Floors in SATWE Program[J].Shanxi Metallurgy,2011,34(6):16-18.
Authors:SHI Xiwang  ZHENG Baolei  ZHAO Wuyun  LIN Shunqing
Affiliation:SHI Xiwang1 ZHENG Baolei2 ZHAO Wuyun3 LIN Shunqing4(1.Shanxi Engineering Vocational College,Shanxi Taiyuan 030024,China,2.Shandong Architectural Design Institute,Shandong Jinan 250000,3.The IT ElectronicsEleventh Design & Research Institute Scientific and Technological Engineering CO.,Ltd.,SichuanChengdu 610021,4.Putian expressway limited company,Fujian Putian 351100,China)
Abstract:There are many floor layouts in high-rise structure,thus the characteristics between rules of the floor and irregular floor of showing difference.This paper obtained such a result that the steelslab contribution to the stiffness should not be too large by a high-level structure analysis.By SATWE analysis of the structure,this paper shows that due to stiffness of the impact of negative reinforcement for the framework of the flat-slab should be properly pre-intensified.
Keywords:rigid floor  stiffness  SATWE  
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