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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
【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