Paper Title:
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.

  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, X. Y. Huang, G. G. Zhou, Z. H. Wu, Q. B. Wang, H. Y. Zhang, "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
$32.00
Share

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

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

Authors: Bora Aksar, Selcuk Dogru, Bulent Akbas, Jay Shen, Onur Seker, Rou Wen
Chapter 3: Earthquake Resistance, Disaster Prevention and Hazard Mitigation
Abstract:This study focuses on exploring the seismic axial loads for columns in steel moment resisting frames (SMRFs) under strong ground motions. For...
222