摘要
通过PKPM软件来分别对框架结构、框-剪结构和剪力墙结构进行分析:结构是否可嵌固于地下室顶板处;土对结构刚度的影响。得出土对结构刚度的影响不超过1.0%;框架结构可以嵌固于地下室顶板,而剪力墙结构不能嵌固于地下室顶板,框剪结构能否嵌固于地下室顶板处取决于剪力墙的数量。
Frame structure, frame-shear structure and shear wall structure are analyzed by using PKPM software to check whether these structures could be built in basement roof and to determine the influence of soil to structure rigidity. It is found that the influence of soil to structure rigidity is not higher than 1.0%, frame construction could been built in basement roof but shear wall structure could not, and whether frame-shear structure could be built in basement roof depends on the number of shear walls.
出处
《建筑技术》
2013年第2期171-173,共3页
Architecture Technology
关键词
高层建筑
嵌固点
结构刚度
嵌固条件
high-rise building
built-in point
structural rigidity
built-in condition
