SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL

Zhou Tiegang; Huang Wei; Yao Qianfeng; Tian Yingxia

doi:10.13204/j.gyjz200508014

Volume 35 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(8): 56-59

Zhang Yi, Jin Weiliang. SEVERAL RESEARCHES ON DURABILITY OF POST-FIRE CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 93-96. doi: 10.13204/j.gyjz200508023

Citation:

Zhou Tiegang, Huang Wei, Yao Qianfeng, Tian Yingxia. SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 56-59. doi: 10.13204/j.gyjz200508014

Zhang Yi, Jin Weiliang. SEVERAL RESEARCHES ON DURABILITY OF POST-FIRE CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 93-96. doi: 10.13204/j.gyjz200508023

Citation:

PDF( 0 KB)

SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL

doi: 10.13204/j.gyjz200508014

1.
Institute of Civil Engineering,Xi'an University of Architecture &Technology Xi'an 710055

Received Date: 2005-03-23
Publish Date: 2005-08-20

Abstract

Abstract

Multi -ribbed composite wall is the main bearing member of a multi -ribbed slab structure.Based on the tests of multi -rib slab wall under monotone vertical loading and finite element analysis,the mechanical properties and simplified calculation model of multi -rib slab wall are discussed,and the bearing capacity formula under axial press of multi -rib slab wall is presented.
- multi -ribbed composite wall,
- simplified calculation model

FullText(HTML)

References(2)

References

[2] 朱伯芳.有限单元法原理与应用.北京:中国水利水电出版社,1998

黄炜,密肋复合墙体抗震性能及设计理论研究:[博士学位沦文].西安:西安建筑科技大学,2004:16～17;

Relative Articles

[1]	TIAN Wenling, WEN Xiaodong. RESEARCH ON A CALCULATION METHOD OF LATERAL STIFFNESS FOR A NEW TYPE LIGHTWEIGHT COMPOSITE STEEL FRAME WALL FILLED WITH FOAM CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 161-166,149. doi: 10.13204/j.gyjz202006026
[3]	Liu Dan, Yao Qianfeng, Guo Meng, Jia Yinjie. ANALYSIS OF THE INFLUENCE OF BLOCK ELASTIC MODULUS ON THE LATERAL STIFFNESS OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 71-75. doi: 10.13204/j.gyjz201111015
[4]	Yao Qianfeng, Yu Xiaofeng, Zhang yin. ANALYSES OF MECHANICAL BEHAVIORS OF COMBINATIONAL MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 67-71. doi: 10.13204/j.gyjz200904016
[5]	Hou Lina, Yao Qianfeng, Huang Wei, Jing Gang, Chen Guoxin. MULTI-OBJECTIVE OPTIMIZATION DESIGN METHOD OF MULTI-RIBBED COMPOSITE WALL BASED ON GA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 48-51. doi: 10.13204/j.gyjz200910013
[6]	Jing Gang, Yao Qianfeng, Huang Wei, Hou Lina. COMPARATIVE ANALYSIS OF SEISMIC PERFORMANCE OF MULTI-RIBBED COMPOSITE WALLS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 45-50. doi: 10.13204/j.gyjz200912013
[7]	Yao Qianfeng, Wu Fang, Huang Wei, Ma Jing, Wang Hui, Zhang Yan. ANALYSIS OF MECHANICAL BE日AVIORS OF MULTI-RIBBED COMPOSITE-DOUBLE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 31-35. doi: 10.13204/j.gyjz200801008
[8]	Wang Aimin, Yao Qianfeng, Wu Minzhe. NONLINEAR NUMERICAL ANALYSIS OF INFLUENCE OF FILLED-BLOCK ON BEHAVIOR OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 9-13. doi: 10.13204/j.gyjz200801003
[9]	Chen Guoxin, Yao Qianfeng, Huang Wei. ANALYSIS OF VERTICAL BEARING CAPACITY OF MULTI-RIBBED COMPOSITE WALL BASED ON THE TWIN SHEAR UNIFIED STRENGTH THEORY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 28-30,53. doi: 10.13204/j.gyjz200801007
[10]	He Mingsheng, Yao Qianfeng, Huang Wei, Li Bin. STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 70-73. doi: 10.13204/j.gyjz200809021
[11]	He Mingsheng, Yao Qianfeng, Chen Guoxin, Huang Wei. RESEARCH ONMECHANICAL BEHAVIOR AND INFLUENCE FACTORS OF MULTI-RIBBED SLAB STRUCTURE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 14-18. doi: 10.13204/j.gyjz200801004
[12]	Xiong Yaoqing, Yao Qianfeng. NUMERICAL ANALYSIS OF THERMAL STRESSES OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 40-44. doi: 10.13204/j.gyjz200801010
[13]	Zhang Liang, Yao Qianfeng, Jiao Tietao. RESEARCH ON AN EQUIVALENT MATRIX-INCLUSION COMPOSITE SLAB MODEL FOR AMULTI-RIBBED SLAB WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 24-27,35. doi: 10.13204/j.gyjz200801006
[14]	Zhang Xufeng, Yao Qianfeng, Huang Wei. RESEARCH ON ELASTO-PLASTICMACRO-MODEL OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 36-39,44. doi: 10.13204/j.gyjz200801009
[15]	Yao Qianfeng, Hou Lina, Huang Wei, Lu Zhengfeng. EQUIVALENT OBLIQUE COMPRESSION BAR MODEL OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 4-8,23. doi: 10.13204/j.gyjz200801002
[16]	Yao Qianfeng, Ding Yonggang. EXPERIMENT ON SEISMIC PERFORMANCE CONTRAST OF MULTI-RIBBED WALL STRUCTURE AND HOLLOW BRICK MASONRY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 37-40,69. doi: 10.13204/j.gyjz200702009
[17]	Wang Aimin, Wu Minzhe, Yao Qianfeng. FINITE ELEMENT ANALYSIS OF PERFORMANCE OF MULTI-RIBBED COMPOSITE WALL SUBJECTED TO VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 62-66. doi: 10.13204/j.gyjz200611016