摘要
通过对华中师大新图书馆结构设计分析过程的介绍,重点讨论了板柱剪力墙结构、无梁楼板计算分析、山地建筑半地下室计算假定等问题,供设计人员参考。
Through introducing structural design of the new Library of Huazhong Normal University,analysis method of slab-column shearwall structure and beamless floor and the analysis assumption of semibasement were discussed, providing reference for structural engineer.
出处
《广东土木与建筑》
2009年第5期3-5,17,共4页
Guangdong Architecture Civil Engineering
关键词
板柱剪力墙结构
无梁楼板
半地下室
竖向刚度突变
slab-column shearwall structure
beamless floor
semibasement
mutation of vertical stiffness
