摘要
介绍了龙岩学院实训楼的工程概况,针对连体结构刚接设计存在的难点,如平面不规则、大跨度结构、竖向不规则等,通过合理地布置结构体系,以及大跨度结构的关键构件在大震作用下的静力弹塑性分析等技术措施,进行结构设计,确保连体结构的安全。
This paper introduces the engineering situation of the training building of Longyan University. To solve the difficulties of the design of connected structure,such as connection mode of corridor,plane irregularity,long-span structure and vertical irregularity,the structural design is carried out by reasonably arranging the structural system and the static elastic-plastic analysis of the key components of long-span structure under large earthquake to ensure the safety of connected structure.
出处
《福建建设科技》
2022年第1期27-29,共3页
Fujian Construction Science & Technology
关键词
钢桁架连体结构
平面不规则
大跨度结构
竖向不规则
静力弹塑性分析
steel truss connected structure
plane irregularity
long-span structure
vertical irregularity
static elastic-plastic analysis