节点文献
单层不等高厂房横向抗震效应调整系数的探讨
RESEARCH ON EFFECT-ADJUSTING COEFFICIENT OF LATERAL ANTISEISM OF A SINGLE-STORY MILL BUILDING WITH UNEQUAL HEIGHT
【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。
【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.
【关键词】 单层不等高厂房;
横向抗震;
效应调整系数;
【Key words】 single-story mill building with unequal height lateral antiseism effect-adjusting coefficient;
【Key words】 single-story mill building with unequal height lateral antiseism effect-adjusting coefficient;
【基金】 西北农林科技大学校内基金项目
- 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2006年01期
- 【分类号】TU352.11
- 【下载频次】84