FLEXIBLE-SUPPORTED SYSTEM OF SINGLE-LAYER CABLE MESH FOR POI NT-SUPPORTED GLASS CLADDING AND ITS ENGINEERING APPLICATION

Shi Yongjiu; Wu Lili; Wang Yuanqing; Ken Yluo; Xu Yue

doi:10.13204/j.gyjz200502001

Volume 35 Issue 2

Dec. 2014

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LIU Yangbing, WANG Shuang, LIU Jingbo, CAO Tianfeng. Experimental Research on Effect of Shear Connectors on Mechanical Properties of Steel-Plate Concrete Composite Walls Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 98-106. doi: 10.13204/j.gyjzG20081704

Citation:

Shi Yongjiu, Wu Lili, Wang Yuanqing, Ken Yluo, Xu Yue. FLEXIBLE-SUPPORTED SYSTEM OF SINGLE-LAYER CABLE MESH FOR POI NT-SUPPORTED GLASS CLADDING AND ITS ENGINEERING APPLICATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 1-5,43. doi: 10.13204/j.gyjz200502001

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FLEXIBLE-SUPPORTED SYSTEM OF SINGLE-LAYER CABLE MESH FOR POI NT-SUPPORTED GLASS CLADDING AND ITS ENGINEERING APPLICATION

doi: 10.13204/j.gyjz200502001

1.
1. Institute of Glass and Metal Structure for Architecture of Tsinghua University Beijing 100084;
2.
2. Key Laboratory of Structural Engineering and Vibration of China Education Ministry Tsinghua University Beijing 100084;
3.
3. King Glass Engineering Group Beijing 100045

Received Date: 2004-10-20
Publish Date: 2005-02-20

Abstract

Abstract

The supporting system for single-layer cable net is a new style of flexible supporting systems of point-supported glass curtain wall, which has been accepted and favored by architects in virtue of light-weight, elegant appearance and excellent transparency etc, and it has wide applications.However, its designing is different from other common structures due to the induction of cables and rods, and its pretension and geometric nonlinear properties must be considered, in addition to satisfying requirements of structural strength, stiffness and deformation. The characteristics of this kind of supporting systems under forces, research status and problems emerging at present are reviewed, combined with its engineering applications both at home and abroad. Meanwhile, some problems existing in its design and during construction are also discussed herein.
- point-supported system,
- building of glass curtain wall,
- flexible supporting system,
- single-layer cable net

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References(16)

References

[2] 石永久,王元清,罗忆,等.点支式预应力玻璃帷幕结构体系设计的若干问题.见:第三届全国现代结构工程学术研讨会论文集.天津:2003.318～323

王元清,石永久,李少甫,等.点式支承玻璃建筑结构体系及其应用技术研究.土木工程学报,2001(4):1～9

[3] 罗忆.点式支承玻璃建筑体系及其工程应用.工业建筑,2000,30(10):1～5

[4] 龙文志.单层索网点支式玻璃幕墙(屋顶).铝合金幕墙,2002(2,3)

[5] JGJ102-2003 玻璃幕墙工程技术规范

[6] CECS127∶2001 玻璃幕墙技术规程

[7] 赵西安,韩平原.点支式玻璃幕墙设计.建筑结构,1999,29(9):58～60

[8] 张立新,沈祖炎.预应力索结构中的索单元数值模型.空间结构,2000,6(2):18～23

[9] 沈世钊,徐崇宝,赵臣.悬索结构设计.北京:中国建筑工业出版社,1997

[10] 杨庆山,沈世钊.悬索体系的有限元模式及其Newton型迭代法.哈尔滨建筑工程学院学报,1994,27(6):35～42

[11] 贾乃文,张润民.弹塑性索网结构的最小势能原理.空间结构,1999,5(1)

[12] 陈树辉,林文静,许光辉,等.索网结构静力分析的动态松弛法.应用力学学报,2002,19(2)

[13] 叶继红,李爱群,刘先明.动力松弛法在索网结构形状确定中的应用.土木工程学报,2002,35(6):14～19

[14] 张平,丁国刚.索网结构的弹塑性振动分析.建筑技术开发,2001,28(9):13～14

[15] 王德勤,韩平元,刘长龙,等.南京国际展览中心索网点支式幕墙设计与施工.钢结构,2002,28(9):8～12

[16] 罗忆,石永久,刘忠伟.单层平面正交网索点支式玻璃幕墙过载保护及张力控制.新建筑新技术新材料,2004(1):76～77

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