Behavior of Rectangular Reinforced-Concrete Columns under Biaxial Cyclic Loading and Variable Axial Loads-Reference-Cited by-同舟云学术

Behavior of Rectangular Reinforced-Concrete Columns under Biaxial Cyclic Loading and Variable Axial Loads

Published:2016-01 Issue:1 Volume:142 Page:04015085
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rodrigues Hugo¹,Furtado André²,Arêde António³

Affiliation:

1. Senior Lecturer, School of Technology and Management, Polytechnic Institute of Leiria, Campus 2, Morro do Lena, Alto do Vieiro, Apartado, 4163-2411-901 Leiria, Portugal (corresponding author).

2. Researcher, Faculty of Engineering, Dept. of Civil Engineering, Structural Division, Univ. of Porto, R. Dr. Roberto Frias, 4200-465 Porto, Portugal.

3. Associated Professor, Faculty of Engineering, Dept. of Civil Engineering, Structural Division, Univ. of Porto, R. Dr. Roberto Frias, 4200-465 Porto, Portugal.

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.0001345

Reference25 articles.

1. Influence of axial force variation on flexural behavior of reinforced concrete columns;Abrams D.;Struct. J.,1987

2. Atalay M. B. and Penzien J. (1975). “The seismic behaviour of critical regions of reinforced concrete components as influenced by moment shear and axial force.” Rep. No. UCB/EERC 75-19 Univ. of California Berkeley CA.

3. Experimental and Analytical Investigations of Seismic Performance of Cantilever Reinforced Concrete Columns Under Varying Transverse and Axial Loads

4. Lessons Learned from Recent Earthquakes and Research and Implications for Earthquake-Resistant Design of Building Structures in the United States

5. Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending

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