ANALYSIS FOR IN-PLANE GLOBAL STABILITY OF SPATIALLY LATTICED CIRCULAR ARCH WITH TRIANGULAR SECTION

Zhang Yaochun; Zhang Xiuhua

doi:10.13204/j.gyjz200404022

Volume 34 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(4): 76-78

Liu Yang, Tong Lewei. CRITICAL LATERAL SLENDERNESS RATIO OF STEEL BEAMS IN PLASTIC DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 132-139. doi: 10.13204/j.gyjz201405029

Citation:

Zhang Yaochun, Zhang Xiuhua. ANALYSIS FOR IN-PLANE GLOBAL STABILITY OF SPATIALLY LATTICED CIRCULAR ARCH WITH TRIANGULAR SECTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 76-78. doi: 10.13204/j.gyjz200404022

Liu Yang, Tong Lewei. CRITICAL LATERAL SLENDERNESS RATIO OF STEEL BEAMS IN PLASTIC DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 132-139. doi: 10.13204/j.gyjz201405029

Citation:

PDF( 0 KB)

ANALYSIS FOR IN-PLANE GLOBAL STABILITY OF SPATIALLY LATTICED CIRCULAR ARCH WITH TRIANGULAR SECTION

doi: 10.13204/j.gyjz200404022

Zhang Yaochun¹,
Zhang Xiuhua²

1.
1. School of Civil Engineering,Harbin Polytechnic University Harbin 150090;
2.
2. School of Civil Engineering,Northeast Forestry University Harbin 150040

Received Date: 2003-10-20
Publish Date: 2004-04-20

Abstract

Abstract

The spatially latticed circular arch structure with triangular section is a new structural system and has lots of advantages such as architecturally attractive shape, rational loading performance, economy and practicality.Stability calculation is the key problem of the arch structure design.By means of the finite element program ANSYS, the geometrical non-linear analysis of this circular arch was conducted under the unitformly distributed load along whole span.According to the general load-deformation response curves, the basic law of the stability of the spatial lattice arch structure has been obtained.The matching formulae were given by the value regression method, which can be used to calculate the in-plane global stability critical load of these structures.
- spatially latticed circular arch,
- in-plane global stability,
- general load-deformation response curves,
- critical load

FullText(HTML)

References(5)

References

Packer J A, Henderson J E, Cao J J.空间管结构连接设计指南.北京:科学出版社, 1997

[2] 刘文.南京国际展览中心屋面钢结构工程设计研究.钢结构, 2001, 16(4)

[3] 张秀华.截面为三角形的空间格构式圆拱平面内整体稳定性能研究:[硕士学位论文].哈尔滨:哈尔滨工业大学, 2002

[4] Timoshenko S P, Grer J M. Theory of Elastic Stability Mc Graw-Hill. New York: 1961

[5] 沈世钊, 陈昕.网壳结构稳定性.北京:科学出版社, 1999

Relative Articles

[1]	XIE Chongfeng, WANG Ninghui, FENG Peng, LIN Hongwei, DING Guozhen. Structural Analysis and Whole-Process Simulation of Ultra-Large ConcreteGravity-Based Structure in Arctic Ocean[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 46-55. doi: 10.3724/j.gyjzG23100822
[2]	ZHANG Jiang, SUN Yanlong, XIE Nan. STUDY ON VERTICAL LOAD-DISTRIBUTION COEFFICIENTS OF TEMPORARY SUPPORTS FOR INTERNAL CLIMBING TOWER CRANES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 161-165. doi: 10.13204/j.gyjzG20041202
[3]	ZOU Kongqing, LIU Guo, WU Yibing, DING Shihong, SONG Zhifeng. MECHANICAL ANALYSIS OF THE INTEGRAL LIFTING PROCESS FOR A LONG-SPAN AND COMPLEX ASSEMBLED STEEL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 124-130,138. doi: 10.13204/j.gyjzG201906170007
[6]	Xiao Yan, Feng Li, LüXiaohong, She Liyong, Shen Yali. EXPERIMENTAL STUDIES OF GLUBAM COLUMNS UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 13-17. doi: 10.13204/j.gyjz201504003
[7]	Jiang Youbao, Liao Guoyu. STIFFNESS CHANGES IN LOADING PROCESS FOR INNER CONCAVE CABLE-ARCH STRUCTURE UNDER FULL-SPAN LOAD[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 150-154. doi: 10.13204/j.gyjz2001411030
[8]	Zhang Jizhao, Fang Tingchen, Wang Wei. BUCKLING CRITICAL LOAD CALCULATION FOR SIMPLY-SUPPORT CONCRETE COLUMN STRENGTHENED WITH ANGLE STEEL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 160-165. doi: 10.13204/j.gyjz201310032
[9]	Shen Ruihong, Tong Genshu. BUCKLING OF TIMOSHENKO COLUMNS WITH LINEARLY VARIED RIGIDITIES AND AXIAL FORCES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 8-12,18. doi: 10.13204/j.gyjz201304002
[10]	Qin Jianjian, Che Jialing, Dong Pan, Wang Jing, Zhang Jun. STABILITY ANALYSIS OF COUPLER STEEL TUBE FALSEWORK UNDER DOUBLE-DIRECTION LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 47-50,54. doi: 10.13204/j.gyjz201002011
[11]	Guo Yanlin, Jiang Leixin, Zhang Enuo. RESEARCH ON IN-PLANE STABILITY BEARING CAPACITY OF LIPPED H-SECTION TAPERED MEMBERS UNDER COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 32-35. doi: 10.13204/j.gyjz200909006
[12]	Li Chuanxun, Xie Kanghe, Lu Mengmeng, Yu Kun. THE CRITICAL EDGE LOAD OF COMPOSITE GROUND REINFORCED BY STONE COLUMNS UNDER RIGID FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 62-66. doi: 10.13204/j.gyjz200910016
[13]	Zhou Zhen, Meng Shaoping, Wu Jing, Jiang Jianfeng, Chen Yachun. ANALYSIS METHODS FOR THE WHOLE PRESTRESSING PROCESS OF HYBRIDIZED SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 91-95. doi: 10.13204/j.gyjz200809026
[14]	Zhang Ai-lin, Huang Dong-ming, Zhang Chuan-cheng, Yu Jin. ALL COURSE ANALYSIS OF SUSPENDOME CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 56-59. doi: 10.13204/j.gyjz200704016
[15]	Ye Jihong, Shen Shizhao. DYNAMIC CRITICAL LOAD OF SINGLE LAYER SPHERICAL SHELL SUBJECTED TO VERTICAL STEP LOAD[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 77-79. doi: 10.13204/j.gyjz200507022
[16]	Zhang Yang, Zhang Yaochun. IN-PLANE GLOBAL STABILITY OF SPACE LATTICE TILTED COLUMN FRAME OF TRIANGLE SECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 71-74. doi: 10.13204/j.gyjz200503025
[17]	Yang Junjie, Yao Zhishu. TESTING RESEARCH ON THE STRUCTURAL CHARACTERISTICS OF A TYPE OF STEEL STRUCTURE OF COMPRESSIBLE LINING JOINT FOR SHAFTS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 41-44,36. doi: 10.13204/j.gyjz200402013