Nonlinear finite element analysis of behaviors of steel beam-continuous compound spiral stirrups reinforced concrete column frame structures

Author:

Li Wei1,Li Qing-Ning2,Jiang Wei-Shan2

Affiliation:

1. College of Architecture and Civil Engineering; Wenzhou University; Wenzhou; P.R.; China

2. School of Civil Engineering; Xi'an University of Architecture and Technology; Xi'an; P.R.; China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference14 articles.

1. ABAQUS User's Manual-Version 6.8.1 2006

2. Non-linear analysis of steel-concrete composite frames with full and partial shear connection subjected to seismic loads;Bursi;Journal of Constructional Steel Research,2005

3. New explicit microplane model for concrete: theoretical aspects and numerical implementation;Carol;International Journal of Solids and Structures,1992

4. United States-Japan Cooperative Earthquake Engineering Research Program on Composite and Hybrid Structures;Goel;Journal of Structural Engineering, ASCE,2004

5. Seismic response of composite moment-resisting connections. II: behavior;Hajjar;Journal of Structural Engineering, ASCE,1998

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