【摘要】 《建筑抗震设计规范》(GB 50011-2001)在附录H给出的表H.2.3-1钢筋混凝土柱考虑空间工作和扭转影响调整系数并不适用于底部剪力法,为此经过大量的实例计算,采用数理统计的方法,给出了适用于底部剪力法的效应调整系数,可供单层不等高柱钢筋混凝土厂房横向抗震计算参考。更多还原

【Abstract】 The table H.2.3-1 in the Appendix H of "Code for Seismic Design of Buildings"(GB 50011-2001) is unsuitable for the bottom shear method.The effect-adjusting coefficient suitable for the bottom shear method is given through the calculation of lots of examples,besed on mathematical statistics,which may be a reference for calculating the lateral antiseism of the single-story mill buildings with unequal height of RC columns.更多还原