宁波栎社国际机场2号航站楼结构设计
发布时间：2018-11-13 17:38
【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。
[Abstract]:This paper introduces the structural characteristics, theoretical analysis and design methods of Terminal 2 of Ningbo oak International Airport, and expounds in detail the modeling and functional requirements of different building areas. Structural design takes full advantage of the characteristics of different structural systems to select suitable structural systems. In this paper, an approximate method for the analysis of the whole structure is presented, which is connected with the roof, the concrete structure is divided into blocks, and the dynamic elastoplastic analysis of the whole structure is carried out based on the explicit integral method. The transient dynamic time history analysis method is used to analyze the continuous collapse of roof steel structures. The overall stability of long columns is analyzed by means of load-displacement whole process tracking technique, and the key joints are demonstrated and analyzed.
【作者单位】： 华东建筑设计研究院有限公司;
【分类号】：TU318
，
本文编号：2329889
[Abstract]:This paper introduces the structural characteristics, theoretical analysis and design methods of Terminal 2 of Ningbo oak International Airport, and expounds in detail the modeling and functional requirements of different building areas. Structural design takes full advantage of the characteristics of different structural systems to select suitable structural systems. In this paper, an approximate method for the analysis of the whole structure is presented, which is connected with the roof, the concrete structure is divided into blocks, and the dynamic elastoplastic analysis of the whole structure is carried out based on the explicit integral method. The transient dynamic time history analysis method is used to analyze the continuous collapse of roof steel structures. The overall stability of long columns is analyzed by means of load-displacement whole process tracking technique, and the key joints are demonstrated and analyzed.
【作者单位】： 华东建筑设计研究院有限公司;
【分类号】：TU318
，
本文编号：2329889
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