地震区框架结构梁,柱截面尺寸的合理确定
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TU375.4

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

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王树茂 梁兴文.地震区框架结构梁,柱截面尺寸的合理确定[J].土木与环境工程学报(中英文),1994,16(4):23-34. Wang Shumao. RATIONAL DETERMINATION OF TNE BEAM AND COLUMN CROSS-SECTIONAL SIZES OF THE FRAME STRUCTURE IN A EARTHQUAKE ZONE[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,1994,16(4):23-34.10.11835/j. issn.1674-4764.1994.04.004

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