Citation: Huang Zhibin, Cheng Jian, Huang Jun, Zhang Qunli. Research on the Dynamic Elastoplasticity Performance of Diagonal Grid System under Rarely-occurring Earthquake. Journal of Information Technologyin Civil Engineering and Architecture, 2014, 6(5): 1-5.
2014, 6(5): 1-5.
Research on the Dynamic Elastoplasticity Performance of Diagonal Grid System under Rarely-occurring Earthquake
Zhejiang Province Institute of Architectural Design and Research (ZIAD), Hangzhou 310006, China |
The diagonal grid system does not have the traditional beams and columns, and only has the double-way crossed diagonal columns, and such columns form the tube body.This system has great lateral rigidity, and transmits force in the way of slant axial force.It can effectively overcome generation of the second order bending moment, make up the defect that the beam and column system cannot sufficiently resist the horizontal load, and the internal layout of the building is freer.The structure can be deemed as the supporting frame and tube system, and is different from the ordinary frame and tube structure.The exterior tube consists of diagonal rods that cross in double-way and encircle the external surface of the building continuously.It can overcome the weakness that additional slant bracing is needed if the traditional vertical column bears excessive force.In this paper, the dynamic elastoplasticity analysis for such structure under rarely-occurring earthquake is conducted using the ABAQUS software.For the diagonal grid system of the core tubes in different sizes, mechanical properties of the system under rarely-occurring earthquake action are analyzed.
[1] | |
[2] |
JGJ 3-2010高层建筑混凝土结构技术规程[S]. 北京: 中国工业出版社, 2011. |
[3] |
汪大绥, 李志山, 李承铭, 等. 复杂结构弹塑性时程分析在ABAQUS中的实现. 第十九届全国高层建筑结构学术会议论文, 2006年. |
Metrics
- PDF Downloads(12)
- Abstract views(1353)
- HTML views(668)