Large-Scale Test of a Modular Steel Plate Shear Wall with Partially Encased Composite Columns
Author:
Affiliation:
1. Structural Engineer, Buckland and Taylor Ltd., Edmonton, AB, Canada T6G 2C8 (corresponding author).
2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3.
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.0001424
Reference16 articles.
1. AISC. (2010). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-10 Chicago.
2. ATC (Applied Technology Council). (1992). “Guidelines for cyclic seismic testing of components of steel structures.” Rep. 24 Redwood City CA.
3. Finite-Element Modeling of Partially Encased Composite Columns Using the Dynamic Explicit Method
4. Bouchereau R. and Toupin J. D. (2003). “Étude du comportement en compression-flexion des poteaux mixtes partiellement enrobés.” Rep. EPM/CGS-2003-03 Dept. of Civil Engineering École Polytechnique Montréal (in French).
5. Finite element modelling and design of partially encased composite columns
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