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抗美援朝纪念馆新馆结构设计
郭锋,王小南,李智芳,毋志晓
摘 要

(中南建筑设计院股份有限公司, 武汉 430071)

[摘要]抗美援朝纪念馆新馆场地复杂,结构设计使用年限为100年,属特别不规则结构。通过对相关规范条文的分析解读,详细介绍了100年设计年限的结构设计参数取值方法;并结合工程实际,对复杂场地的基础设计、大跨度混凝土屋盖设计、大悬挑结构设计、新老建筑连接设计等结构难题的处理方法进行了详细阐述。同时还针对本工程结构特别不规则的特点,补充了中震分析以及大震弹塑性时程分析。结果表明,该结构能够达到预定的抗震设防目标。

[关键词]抗美援朝纪念馆新馆; 大跨度结构; 大悬挑结构; 竖向地震

中图分类号:TU318文献标识码:A文章编号:1002-848X(2019)15-0065-06

 

Structural design on New Memorial Hall of War to Resist US Aggression and Aid North Korea

Guo Feng, Wang Xiaonan, Li Zhifang, Wu Zhixiao

(Central South Architectural Design Institute Co., Ltd., Wuhan 430071, China)

Abstract:The New Memorial Hall of War to Resist US Aggression and Aid North Korea has a very complex site, and its structural design life is 100 years. It is a special irregular structure. Based on the analysis and interpretation of the relevant code previsions, a detailed introduction was conducted on parameters valuation methods of the structure with design life of 100 years; and under engineering practices, the treatment methods of structural problems were elaborated such as foundation design in complex site, large-span concrete roof design, large cantilever structure design and connection design of old and new buildings. Besides, the analysis under fortification earthquakes and the elastic-plastic time-history analysis under rare earthquakes were supplemented against the special irregularity of the structure. Results shows that the structure can achieve the anticipated seismic precautionary objectives.

Keywords:New Memorial Hall of War to Resist US Aggression and Aid North Korea; large span structure; large cantilever structure; vertical earthquake

 

作者简介:郭锋,硕士,高级工程师,一级注册结构工程师, Email:guofeng9279@163.com。

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