INFLUENCE OF CONNECTION FORM OF MAIN FRAME BEAM-COLUMN ON BEHAVIORS OF MEGA-FRAME STRUCTURES

Shen Pusheng; Meng Huanling

doi:10.13204/j.gyjz200701013

Volume 37 Issue 1

Dec. 2014

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Shen Pusheng, Meng Huanling. INFLUENCE OF CONNECTION FORM OF MAIN FRAME BEAM-COLUMN ON BEHAVIORS OF MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 47-51. doi: 10.13204/j.gyjz200701013

Citation:

Shen Pusheng, Meng Huanling. INFLUENCE OF CONNECTION FORM OF MAIN FRAME BEAM-COLUMN ON BEHAVIORS OF MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 47-51. doi: 10.13204/j.gyjz200701013

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INFLUENCE OF CONNECTION FORM OF MAIN FRAME BEAM-COLUMN ON BEHAVIORS OF MEGA-FRAME STRUCTURES

doi: 10.13204/j.gyjz200701013

1.
College of Civil Engineering,Hunan University Changsha 410082

Received Date: 2005-12-08
Publish Date: 2007-01-20

Abstract

Abstract

With the application of concrete-filled steel tubular member to mega-frame structures,the connection forms of main beam-column can be classified as welded rigid connection,bolted gemel connection and semi-rigid connection.The results of a 24-story mega-frame structure with 4 spans were calculated by the universal finite element method of MIDAS,the different structural character values such as structural free vibration periods,structural displacements and structural moments were compared,the influence of connection form of main frame beam-column on behaviors of mega-frame structure were discussed,and smoe reasonable suggestions were put forward to guide engineering practice.
- mega_frame structure,
- connection form,
- semi_rigid,
- behaviors

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References(6)

References

CECS 102-2002.门式刚架轻型房屋钢结构技术规程[S].

柳锋,郭兵,崔艳秋. 半刚接门式刚架的性能探讨[J].建筑结构,2002,(09):21-23.

胡夏闽,过轶青,高华杰. 半刚性钢-混凝土组合节点受弯承载力的计算[J].南京工业大学学报(自然科学版),2002,(05):25-29.

董军,邓洪洲,王肇民. 组合巨型框架结构振动特性研究[J].建筑结构,1998,(09):18-20.

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

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[J].东南大学学报(自然科学版),1999,(4A):197-203.

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