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

Abstract:

Article Preview

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.

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Edited by:

Guangfan Li, Yong Huang and Chaohe Chen

Pages:

198-201

DOI:

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

Citation:

J. Liu et al., "A New Approach of Steel Frames-Reinforced Concrete Shear Wall Hybrid Structure Considered Semirigid Connection", Advanced Materials Research, Vols. 250-253, pp. 198-201, 2011

Online since:

May 2011

Export:

Price:

$35.00

In order to see related information, you need to Login.

In order to see related information, you need to Login.