摘要
介绍了宁波栎社国际机场2号航站楼的结构特点、理论分析及设计方法,详细阐述了针对建筑不同区域的造型和功能需求,结构设计充分利用不同结构体系的特点选取相适应的结构体系的过程。提出了屋盖连体、下部混凝土结构单体分块、结构整体分析的近似方法;基于显式积分方法进行了整体结构动力弹塑性分析;采用瞬态动力时程分析方法对屋盖钢结构进行了结构连续性倒塌分析,利用荷载-位移全过程跟踪技术对长柱进行了整体稳定性分析,并对关键性节点进行了论证分析。
Structural system,design principle,and analysis results of Ningbo Lishe International Airport terminal 2 were introduced. Process of closely incorporating with architectural form and space demand to determine the steel roof system was demonstrated. The approximate global analysis method for segmental concrete structures with continuous roof was proposed. The elasto-plastic dynamic analysis to the monolithic structure by using explicit integral method was conducted.Progressive collapse analysis to the steel roof structure by using transient dynamic time history analysis was also conducted.The overall stability to the long column by using load-displacement whole process tracking techniques was analyzed and several key joints were illustrated.
出处
《建筑结构》
CSCD
北大核心
2016年第S1期183-187,共5页
Building Structure
关键词
宁波栎社国际机场
航站楼
大跨度钢结构
连续性倒塌分析
整体稳定
节点分析
Ningbo Lishe International Airport
airport terminal
large span steel structure
progressive collapse analysis
overall stability
nodal analysis