摘要
通过一幢高层综合楼的结构设计实例,说明了软土地基基础设计中地下水浮力的有利与不利影响;结合本项工程,强调了剪力墙结构在地震作用下调整刚度的重要性,以供设计参考。
This article discusses the advantages and disadvantages of underground water floatage in the foundation design of soft soil through an example of structure design of high-rise building. It lists different calculation methods of water floatage, and emphasizes the importance of stiffness adjustment function of shearwall structure under the circumstance of earthquake, which may provide a reference for design work.
出处
《平顶山工学院学报》
2003年第2期59-61,共3页
Journal of Pingdingshan Institute of Technology