|本期目录/Table of Contents|

[1]姜东升,薛伟辰.上海旗忠网球中心施工全过程有限元分析[J].建筑科学与工程学报,2008,25(02):90-95.
 JIANG Dong-sheng,XUE Wei-chen.Finite Element Analysis of Construction Whole Process of Shanghai Qizhong Tennis Center[J].Journal of Architecture and Civil Engineering,2008,25(02):90-95.
点击复制

上海旗忠网球中心施工全过程有限元分析(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
25卷
期数:
2008年02期
页码:
90-95
栏目:
出版日期:
2008-06-20

文章信息/Info

Title:
Finite Element Analysis of Construction Whole Process of Shanghai Qizhong Tennis Center
作者:
姜东升薛伟辰
同济大学建筑工程系,上海200092
Author(s):
JIANG Dong-sheng, XUE Wei-chen
Department of Architectural Engineering, Tongji University, Shanghai 200092, China
关键词:
子结构法 预应力混凝土空间结构 施工过程 有限元分析 张拉次序
Keywords:
substructure method prestressed concrete spatial structure construction process finite element analysis stretching sequence
分类号:
TU378
DOI:
-
文献标志码:
A
摘要:
为了研究由倒锥台型空间预应力混凝土结构看台及安装8片巨型叶片的可开启式钢屋盖组成的上海旗忠网球中心结构体系的施工过程,应用子结构法对上海旗忠网球中心预应力混凝土看台结构施工全过程进行了有限元分析,并进行了施工监测。分析与监测结果表明:上海旗忠网球中心施工质量良好,满足设计要求; 应用子结构法明显减少了数据输入、总刚度矩阵阶数以及系统方程求解的工作量,可以实现大型空间结构的施工全过程模拟。
Abstract:
To research construction process of the structure system of Shanghai Qizhong Tennis Center which was characterized by its prestressed concrete structure stand supported by an operable steel roof and 8 mega-blades, the substructure finite element method was used for full-range analysis of the construction whole process of Shanghai Qizhong Tennis Center, which was also monitored. The results of analysis and monitoring show that the construction quality of Shanghai Qizhong Tennis Center is good, and can satisfy the design requirements. The substructure method which can decrease the data input, the rank of total stiffness matrix and the solution work load of system equations significantly, can allow for construction whole process simulation of large-scale spatial structures.

参考文献/References:

[1] 季善标,毛炜青.上海八万人体育场大斜柱施工精密监[LL] [KG*3]测[J].工程勘察,1997(5):48-50.
JI Shan-biao,MAO Wei-qing.Construction Monitoring of Main Oblique Pillars for Shanghai Stadium[J].Geotechnical Investigation & Surveying,1997(5):48-50.
[2]白素珍.浅谈广州地铁二号线鹭中区间隧道施工监测[J].西部探矿工程,2004,16(3):101-102.
BAI Su-zhen.Construction Monitoring of Luzhong Tunnel of the 2nd Subway Line in Guangzhou[J].West-China Exploration Engineering,2004,16(3):101-102.
[3]陈建勋,杨 忠,袁雪戡.秦岭终南山特长公路隧道大埋深段施工监测及分析[J].建筑科学与工程学报,2006,23(3):71-75.
CHEN Jian-xun,YANG Zhong,YUAN Xue-kan.Construction Monitoring and Measuring in Segments of Large Embedded Depth in Qinling Zhongnanshan Super-long Highway Tunnel[J].Journal of Architecture and Civil Engineering,2006,23(3):71-75.
[4]陈 为,胡国祥.子结构法在预应力锚索抗滑桩中的应用[J].西部探矿工程,2004,16(9):47-49.
CHEN Wei,HU Guo-xiang.Application of Substructure Method in Anti-sliding Pipe with Prestressed Anchoring Cable[J].West-China Exploration Engineering,2004,16(9):47-49.
[5]江 建,何放龙,邹银生,等.高层建筑结构非线性地震反应分析的竖向空间子结构法[J].四川建筑科学研究,2001,27(3):32-34.
JIANG Jian,HE Fang-long,ZOU Yin-sheng,et al.Vertical Direction Spatial Substructure Analysis Method of Nonlinear Seismic Responses of Tall Structure[J].Sichuan Building Science,2001,27(3):32-34.
[6]陈国兴,庄海洋,史国龙.地铁车站结构地震反应分析的子结构法[J].防灾减灾工程学报,2004,24(4):396-401.
CHEN Guo-xing,ZHUANG Hai-yang,SHI Guo-long.Analysis on the Earthquake Response of Subway Station Based on the Substructure Subtraction Method[J].Journal of Disaster Prevention and Mitigation Engineering,2004,24(4):396-401.
[7]BIONDI B,MUSCOLINO G,SOFI A.A Substructure Approach for the Dynamic Analysis of Train-track-bridge System[J].Computers & Structures,2005,83(28/30):2271-2281.

相似文献/References:

备注/Memo

备注/Memo:
收稿日期:2007-12-06
基金项目:上海旗忠森林体育城网球中心重点科研项目(2004)
作者简介:姜东升(1981-),男,浙江兰溪人,工学硕士,E-mail:xuewc@mail.tongji.edu.cn。
更新日期/Last Update: 2008-06-20