Study on Mechanical Behavior of the Key Components of High-Level Transfer Frame-Shear Wall Structure with Steel-Lead Viscoelastic Dampers

Ling Yi; Cong Xiao Wu

doi:10.4028/www.scientific.net/AMR.446-449.2340

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Study on Mechanical Behavior of the Key Components...

Study on Mechanical Behavior of the Key Components of High-Level Transfer Frame-Shear Wall Structure with Steel-Lead Viscoelastic Dampers

Abstract:

Based on the limited demand of transfer beam sectional dimension of tall building structure with transfer story in Technical Specification for Concrete Structures of Tall Building, a high-level transfer frame-shear structure with steel-lead viscoelastic dampers is presented for simulating the mechanical behavior of the key components effect with consideration the transfer beam depth with 1/6, 1/8 and 1/10 calculation span. The analysis results indicate that the internal force of the transfer beam, frame-support column of transfer story, shear wall above transfer level and base shear wall is obviously reduced, with the reduction of the transfer beam depth. Comparison with the high-level transfer frame-shear structure, the internal force of the key components of the high-level transfer frame-shear structure with the steel-lead viscoelastic dampers also is reduced. Therefore, the limited demand of the transfer beam sectional dimension and the construction measure of the shear wall could be properly reduced in the high-level transfer frame-shear structure with the steel-lead viscoelastic dampers.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

2340-2344

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.2340

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Online since:

January 2012

Authors:

Ling Yi, Cong Xiao Wu

Keywords:

Energy Dissipation, High-Level Transfer, Mechanical Behavior, Transfer Beam

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