|Table of Contents|

Design-construction Integrated Time-varying Analysis Model for Supporting Structure of Glass Roof(PDF)

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

Issue:
2010年04期
Page:
96-102
Research Field:
Publishing date:
2010-12-20

Info

Title:
Design-construction Integrated Time-varying Analysis Model for Supporting Structure of Glass Roof
Author(s):
WANG Xiao-an1;  GUO Yan-lin1;  LAN Tao2
1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, Shaanxi, China
Keywords:
glass roof;  hybrid supporting system;  integrated time-varying analysis model;  load effect;  bearing capacity;  beam string structure
PACS:
TU317.1
DOI:
-
Abstract:
A new kind of design-construction integrated time-varying analysis model was proposed, in which construction simulation and load effect analysis could be carried out. The integrated model could automatically consider the effects of tensioning schemes, loading sequences and other factors. Analyses of the form-finding and structural load effects were made to a glass roof, which was built on one building in Beijing and contained a supporting structure system hybridized by bidirectional beam string structure and monolayer cable net. Results show that using the integrated model to do form finding and structural load effect analysis makes the structure design more reasonable and reliable.

References:

[1] 张其林.玻璃幕墙结构[M].济南:山东科学技术出版社,2006. ZHANG Qi-lin.Glass Curtain Wall Structures[M].Jinan:Shandong Science & Technology Press,2006.
[2]刘长龙,赵西安.哈尔滨国际体育会展中心预应力单层索网幕墙设计[J].钢结构,2003,18(6):5-8. LIU Chang-long,ZHAO Xi-an.Analysis and Design of Pretensioned Single-layer Cable Curtain Wall for Harbin International Exhibition and Sports Center[J].Steel Construction,2003,18(6):5-8.
[3]王小安,郭彦林,兰 涛.某玻璃采光天顶支承结构设计与施工过程模拟分析[J].施工技术,2010,39(8):34-39. WANG Xiao-an,GUO Yan-lin,LAN Tao.Design and Construction Simulation Analysis of Some Supporting System of Glass Roof[J].Construction Technology,2010,39(8):34-39.
[4]王小安,郭彦林,王 昆,等.某体育场巨型钢管桁架拱整体旋转起扳及滑移施工技术[J].施工技术,2009,38(11):11-17,23. WANG Xiao-an,GUO Yan-lin,WANG Kun,et al.Study on the Rotation Pulling and Sliding Method for the Erection of a Giant Steel-pipe Truss Arch in a Gymnasium[J].Construction Technology,2009,38(11):11-17,23.
[5]郭彦林,田广宇,兰 涛,等.点支式幕墙索支承体系的性能研究及工程应用[J].建筑结构,2010,40(3):100-106. GUO Yan-lin,TIAN Guang-yu,LAN Tao,et al.Study and Application on the Behavior of Cable Supporting System in Point-supported Curtain Wall[J].Building Structure,2010,40(3):100-106.
[6]冯若强,武 岳,沈世钊.考虑玻璃参与工作的单层平面索网幕墙结构静力性能研究[J].建筑结构学报,2005,26(4):99-106. FENG Ruo-qiang,WU Yue,SHEN Shi-zhao.Static Performance of Single-layer Plane Cable Net Glass Curtain in Consideration of Glass Panel[J].Journal of Building Structures,2005,26(4):99-106.
[7]清华大学土木工程系.玻璃采光顶支承结构计算书[R].北京:清华大学,2009. Department of Civil Engineering,Tsinghua University.Calculations on the Supporting System of a Glass Roof[R].Beijing:Tsinghua University,2009.
[8]GB 50009—2001,建筑结构荷载规范[S]. GB 50009—2001,Load Code for Design of Building Structures[S].
[9]GB 50011—2001,建筑抗震设计规范[S]. GB 50011—2001,Code for Seismic Design of Buildings[S].
[10]JGJ 102—2003,玻璃幕墙工程技术规范[S]. JGJ 102—2003,Technical Code for Glass Curtain Wall Engineering[S].

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Memo:
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Last Update: 2010-12-20