A New Approach of Steel Frames-Reinforced Concrete Shear Wall Hybrid Structure Considered Semirigid Connection

Jian Liu; Xiang Yun Huang; Guan Gen Zhou; Zhao Hui Wu; Qi Bei Wang; Hong Yan Zhang

doi:10.4028/www.scientific.net/AMR.250-253.198

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253A New Approach of Steel Frames-Reinforced Concrete...

A New Approach of Steel Frames-Reinforced Concrete Shear Wall Hybrid Structure Considered Semirigid Connection

Abstract:

A new approach, which is suitable for analyzing steel frames-reinforced concrete shear wall hybrid structure considered the semirigid connection for beam and column in horizontal load, is presented. The new simplified method considered the semirigid connection for beam and column in hybrid structure is established. The inter-story drift stiffness of steel frames considered the semirigid connection of beam-column in hybrid structure is derived.The traditional continuum method used in RC frames-shear wall structure is expand to steel frames-reinforced concrete shear wall hybrid structure in the paper.The numerical examples of considered the semirigid connection for beam and column in hybrid structure are analysed. The analysis results show that the proposed method is suitable for adoption in practice.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

198-201

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.198

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Online since:

May 2011

Authors:

Jian Liu, Xiang Yun Huang, Guan Gen Zhou, Zhao Hui Wu, Qi Bei Wang, Hong Yan Zhang

Keywords:

Hybrid Structure, Inter-Story Drift Stiffness, Semi-Rigid, Steel Frames-Concrete Shear Wall

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