Impacts of Additional Columns on the Vertical Dynamic Response of Mega-Beam in MSCSS

Tao Yang; Xun An Zhang; Ye Da Lian; Xian Jie Wang; Zheng Wei

doi:10.4028/www.scientific.net/AMM.193-194.810

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 193-194Impacts of Additional Columns on the Vertical...

Impacts of Additional Columns on the Vertical Dynamic Response of Mega-Beam in MSCSS

Abstract:

In order to solve the long span problem of mega-beam, arranging additional columns in MSCSS(Mega-Sub Controlled Structure System).Calculating vertical displacement and acceleration response of the mega-beam,which under vertical seismic, in order to discuss the mega-beam dynamic response that changing location, quantity and contact type of the additional columns. The results shows that: additional columns arranged in the middle of mega-beam , controlling the mega-beam vertical dynamic response is better; compared to the number of additional columns,the location of additional columns has a greater effect on controlling the mega-beam vertical dynamic response; contact type of additional columns has a little effect on controlling the mega-beam vertical dynamic response.

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Periodical:

Applied Mechanics and Materials (Volumes 193-194)

Pages:

810-813

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.193-194.810

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Online since:

August 2012

Authors:

Tao Yang, Xun An Zhang, Ye Da Lian, Xian Jie Wang, Zheng Wei

Keywords:

Additional Columns, Mega-Beam Dynamic Response, Vertical Seismic

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