摘要
介绍了蛇口湾厦海景花园的结构设计,包括计算模型的建立、空间分析方法、结构抗震性能分析、楼层剪力在各抗侧力结构中的分配.探讨了带厚板转换结构的受力性能和特点。
The structural design of Sea Garden Building at Shekou zone, including the setting up of calculating mode, the method of space analysis and the distribution of shearing force in each lateral resistant structural member are introduced. The force behavior and charactistic of the conversion floor with thickslab are discussed and design suggestions are proposed.
出处
《东南大学学报(自然科学版)》
EI
CAS
CSCD
1997年第A11期29-32,共4页
Journal of Southeast University:Natural Science Edition