Experimental and Nonlinear Numerical Analysis of Precast Concrete Column Splices with High-Yield Metal Plates
Author:
Affiliation:
1. Postdoctoral Fellow, Dept. of Architectural Engineering, Kyung Hee Univ., Yongin 446-701, Korea.
2. Professor, Dept. of Architectural Engineering, Kyung Hee Univ., Yongin 446-701, Korea (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002233
Reference18 articles.
1. MODELING OF NONLINEAR CYCLIC LOAD BEHAVIOR OF I-SHAPED COMPOSITE STEEL-CONCRETE SHEAR WALLS OF NUCLEAR POWER PLANTS
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3. Basic issues in the finite element simulation of extended end plate connections
4. FE model of beam-to-column extended end-plate joints
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