Fiber Beam-Column Model Considering Slab Spatial Composite Effect for Nonlinear Analysis of Composite Frame Systems

Author:

Tao Mu-Xuan1,Nie Jian-Guo2

Affiliation:

1. Postdoctoral Scholar, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

2. Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Crack band theory for fracture of concrete

2. Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements

3. Non-linear analysis of steel–concrete composite frames with full and partial shear connection subjected to seismic loads

4. Comité Euro-International du Béton-Fédération International de la Précontrainte (CEB-FIP). (1993). CEB-FIB model code 1990 design code London UK.

5. Behavior of reinforced concrete columns under variable axial loads: Analysis;Esmaeily A.;ACI Struct. J.,2005

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