Gravity Load Collapse of Reinforced Concrete Columns with Brittle Failure Modes-Reference-Cited by-同舟云学术

Gravity Load Collapse of Reinforced Concrete Columns with Brittle Failure Modes

Published:2002-03 Issue:1 Volume:1 Page:21-27
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Nakamura Takaya¹,Yoshimura Manabu²

Affiliation:

1. Research Associate, Department of Architecture, Graduate School of Engineering, Tokyo Metropolitan University 1-1 Minamiosawa, Hachioji, Tokyo 192-0397 Japan ()

2. Professor, Department of Architecture, Graduate School of Engineering, Tokyo Metropolitan University ()

Publisher

Informa UK Limited

Subject

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

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.1.21

Reference7 articles.

1. 1) Architectural Institute of Japan (1998) Recommendation to RC structural design after Hanshin-Awaji earthquake disaster - Cause of particularly noticed damages and corresponding RC structural design details

2. 2) Lynn, A. C., Moehle, J. P., Mahin, S. A. and Holmes, W. T. (1996) Seismic evaluation of existing reinforced concrete columns, Earthquake Spectra, Earthquake Engineering Research Institute, Vol. 12, No. 4, pp. 715-739.

3. 3) Yamanaka, N. and Yoshimura, M. (2000) Collapse of flexure-shear and shear failing RC columns subjected to low axial load, Proceed-ings of the Japan Concrete Institute, Vol. 22, No. 3, pp. 325-330.

4. 4) Yoshimura, M., Yamaguchi, S. and Yamanaka, N. (1998) Collapse of RC columns subjected to earthquake motions, Proceedings of the Japan Concrete Institute, Vol. 20, No. 3, pp. 1039-1044.

5. 5) Architectural Institute of Japan (1991) Standard for Structural Calculation of Reinforced Concrete Structures

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