摘要
安哥拉卡宾达大学综合楼工程建筑造型复杂,由两个分离的半球建筑组成。低半球建筑是大空间建筑,根据当地的实际情况,选用钢框架结构。合理利用建筑空间布置结构构件,以使整体受力达到建筑结构的合理统一。通过多种分析手段,确保结构受力的安全可靠,并给类似工程提供借鉴。
The comprehensive building of Cabinda University has complex shape and consists of two hemisphere-type architectures. The low hemisphere-type architecture is a large space building. According to local experience,steel frame structure was applied in this building. Utilizing the inner space of architecture reasonably to set structure members makes the whole structure force reasonable and meets the architectural requirement. Variety calculation and analysis methods were introduced in design process to ensure the safety of structure and provide reference for similar project.
作者
罗敏杰
孙海林
霍文营
Luo Minjie;Sun Hailin;Huo Wenying(China Architecture Design & Research Group,Beijing 100044,China)
出处
《建筑结构》
CSCD
北大核心
2018年第S2期92-94,共3页
Building Structure
关键词
结构设计
半球结构
动力特性
施工模拟
structural design
hemisphere-type structure
dynamic feature
construction simulation