摘要
针对高层建筑弹性时程分析时的地震波选用原则进行了分析,表明多条地震波所生成的平均反应谱与规范谱相差比例,同结构平均基底剪力与规范谱基底剪力相差比例存在较为明显的对应关系。
Indicate discrepancy proportion between average response spectrum and standard spectrum produced by many earthquake waves, according to analyze wave selection principle based on dynamic elastic and time-historical rules. There is an obvious congruent relationship of discrepancy proportion between average base shear of same structure and that of standard spectrum.
出处
《有色冶金设计与研究》
2014年第5期62-64,共3页
Nonferrous Metals Engineering & Research
关键词
高层建筑
时程分析
地震波
抗震设计
high-rise buildings
time-procedure analysis
earthquake wave
earthquake resistant design
