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

Author:

Bechtoula Hakim1,Kono Susumu2,Watanabe Fumio3

Affiliation:

1. PhD candidate, Dept. of Architecture and Architectural Engineering, Kyoto University, Japan

2. Associate Professor, Dept. of Architecture and Architectural Engineering, Kyoto University, Japan

3. Professor, Dept. of Architecture and Architectural Engineering, Kyoto University, Japan

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Reference5 articles.

1. Bechtoula, H. (2002) Damage assessment of reinforced concrete columns under large axial and lateral loadings. Master thesis, Dept. of Architecture and Architectural Systems, Kyoto University.

2. Kowalsky, M. J., Priestley, M. J. N., and Seible, F. (1999) Shear and fl exural behavior of lightweight concrete bridge columns in seismic regions, ACI structural journal, V.96, No.1, 136-148.

3. Kuramoto, H., Kabeyasawa, T., and Shen, F. H. (1995) Infl uence of axial deformation on ductility of high-strength reinforced concrete columns under varying triaxial forces. ACI structural journal, V.92, No.5, 610-618.

4. Li, K. N., Aoyama, H., and Otani, S. (1988) Reinforced concrete columns under varying axial load and bi-directional lateral load reversal. Proceeding of the 9th World Conference on Earthquake Engineering, Tokyo.

5. Park, R. and Paulay, T. (1975) Reinforce Concrete Structures. A Wiley-international publication, John Wiley & Sons New York.

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