INFLUENCE OF MAIN FRAME BEAM-COLUMN ARRANGEMENT ON BEHAVIORS OF MEGA-FRAME STRUCTURES

Meng Huanling; Shen Pusheng

doi:10.13204/j.gyjz200612010

Volume 36 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(12): 34-36,64

Meng Huanling, Shen Pusheng. INFLUENCE OF MAIN FRAME BEAM-COLUMN ARRANGEMENT ON BEHAVIORS OF MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 34-36,64. doi: 10.13204/j.gyjz200612010

Citation:

Meng Huanling, Shen Pusheng. INFLUENCE OF MAIN FRAME BEAM-COLUMN ARRANGEMENT ON BEHAVIORS OF MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 34-36,64. doi: 10.13204/j.gyjz200612010

Meng Huanling, Shen Pusheng. INFLUENCE OF MAIN FRAME BEAM-COLUMN ARRANGEMENT ON BEHAVIORS OF MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 34-36,64. doi: 10.13204/j.gyjz200612010

Citation:

Meng Huanling, Shen Pusheng. INFLUENCE OF MAIN FRAME BEAM-COLUMN ARRANGEMENT ON BEHAVIORS OF MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 34-36,64. doi: 10.13204/j.gyjz200612010

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INFLUENCE OF MAIN FRAME BEAM-COLUMN ARRANGEMENT ON BEHAVIORS OF MEGA-FRAME STRUCTURES

doi: 10.13204/j.gyjz200612010

1.
College of Civil Engineering,Hunan University Changsha 410082

Received Date: 2005-12-08
Publish Date: 2006-12-20

Abstract

Abstract

With the increase in use of mega-frame structures,the main frame beam-column reasonable arrangement becomes the key problem of a design.The results of a 24-story mega-frame structure with 4-span was calculated by the universal finite element program SAP 2000.At the condition of equal total section area of main frame beam-column,changing the size and number of main frame beam-column,the different structural free vibration periods,structural sways and structural moments were compared,the influence of main frame beam-column arrangement on behaviors of mega frame structures were discussed,and some reasonable suggestions were put forward to guide engineering practice.
- mega-frame structures,
- beam-column arrangement,
- forced behaviors

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References(6)

References

[2] 惠卓,秦卫红,吕志涛.巨型建筑结构体系的研究与发展.东南大学学报(自然科学版),2000,30(4):1-8

王肇民,邓洪洲,董军.高层巨型框架悬挂结构体系抗震性能研究.建筑结构学报,1999,20(1):23-30

[3] 董军,邓洪洲,王肇民.组合巨型框架结构振动特性研究.建筑结构,1998,28(9):18-20

[4] 胡庆昌,张美励,孙金樨,等.高层住宅中混凝土巨型框架体系应用的研究.建筑结构,1998,28(10):3-9

[5] 惠卓,秦卫红,吕志涛.一种新型的高层建筑结构体系--巨型建筑结构体系.东南大学学报,1999,29(4A):197-203

[6] 高立人.主次梁结构体系设计若干问题的讨论.建筑结构,1999,29(10):48-51

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