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地震区框架结构梁、柱截面尺寸的合理确定

RATIONAL DETERMINATION OF TNE BEAM AND COLUMN CROSS-SECTIONAL SIZES OF THE FRAME STRUCTURE IN A EARTHQUAKE ZONE

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【作者】 王树茂梁兴文

【Author】 Wang Shumao(Shanxi Province Agricultural Engineering Reconnaissance and Designing Instittite)Liang Xiangwen(Xian University of Architecture and Technology)

【机构】 陕西省农业工程勘察设计院西安建筑科技大学

【摘要】 根据《建筑抗震设计规范》(GBJ11-89)的有关规定,分析了影响钢筋混凝土框架结构梁、柱截面尺寸的主要因素,并依据水平位移约束条件导出了地震区框架结构梁、柱截面尺寸的计算公式。

【Abstract】 At the preliminary design stage of a building, it is neccssary to determine thebeam and column cross-sectional sizes of frame strtictures.According to some provisions of the"Building Aseismatic Design Code"(GBJ 11-89),main factors having influence on the beam andcolumn cross-sectional sizes are analyzed.and calculating formulas for the determination of the beam and column cross-sectional sizes which are satisfied the restrained condition of horizontal dis-placement of a building are derived in this paper.

  • 【文献出处】 重庆建筑工程学院学报 ,Journal of Chongqing Architecture University , 编辑部邮箱 ,1994年04期
  • 【分类号】TU375.4
  • 【被引频次】7
  • 【下载频次】259
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