FEM ANALYSIS OF CONTINUOUS WALL BEAM WITH PORTAL UNDER VERTICAL UNIFORM LOAD

Meng Da; Cao Hui

doi:10.13204/j.gyjz200611015

Volume 36 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(11): 59-61

Zai Jinmin, Zhou Feng, Mei Guoxiong, Wang Xudong, Pei Jie, Liao Heshan. END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 60-64,73. doi: 10.13204/j.gyjz200801015

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Meng Da, Cao Hui, . FEM ANALYSIS OF CONTINUOUS WALL BEAM WITH PORTAL UNDER VERTICAL UNIFORM LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 59-61. doi: 10.13204/j.gyjz200611015

Citation:

Meng Da, Cao Hui, . FEM ANALYSIS OF CONTINUOUS WALL BEAM WITH PORTAL UNDER VERTICAL UNIFORM LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 59-61. doi: 10.13204/j.gyjz200611015

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FEM ANALYSIS OF CONTINUOUS WALL BEAM WITH PORTAL UNDER VERTICAL UNIFORM LOAD

doi: 10.13204/j.gyjz200611015

Meng Da¹,
Cao Hui¹,

1.
1 School of Resources and Safety Engineering,China University of Mining and Technology(Beijing) Beining 100083;
2.
2 Shanghai Sheshan Country Club Co.,Ltd. Shanghai 201619

Received Date: 2006-03-17
Publish Date: 2006-11-20

Abstract

Abstract

The stress distribution and variation regularity of continuous wall beam with portal are analyzed by finite element method and figures,as well as tables,then interaction between continuous wall beam and trimmer beam,and stress distribution can be calculated.The stress variation regularity can be verified,the regularities that can not be found by tests can also be obtained.The computation will provide a precise theoretical basis for the design of a wall beam.
- finite element,
- pierced wall beam,
- internal force,
- stress

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References(7)

References

文国庆.连续深梁应力的计算.建筑结构,1987(11):61-66

[2] 易文宗,王庆霖.组合墙梁托梁受力特征与计算.西安冶金建筑学院学报,1988(9):40-43

[3] 龚绍熙,苏克俭.双跨连续墙梁的有限元分析与近似计算.郑州工学院学报,1983(11):27-29

[4] 浙江大学.弹塑性力学中的有限单元法.北京:机械工业出版社,1987:155-187

[5] 冯士雍.回归分析.北京:科学出版社,1987:79-88

[6] 刘开国.结构简化计算原理.北京:科学出版社,1990:99-121

[7] [英]G N Smith.土木工程实用概率和统计.曹炽康,等译.上海:同济大学出版社,1990:67-87

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