摘要
介绍了高层建筑结构抗震设计电算结果的合理应用,重点从抗震概念设计、结构自振周期、振型数量、振型曲线等方面进行了阐述,指出对计算机的电算结果,应仔细检查,不能盲目采用,以确保结构的安全。
The proper application of zooming result analysis of high-rise earthquake resistance structure was introduced. The earthquake conceptual design, structure self quake period, modal mount and modal curve were emphasis illustrated. It pointed that the computerized results should carefully checked and could not adopt blindly and guaranteed safety of structure.
出处
《山西建筑》
2008年第31期85-86,共2页
Shanxi Architecture
关键词
抗震
高层结构
自振周期
earthquake resistance, high-rise structure, self quake period
