SHEAR DEGRADATION AND DUCTILITY EVALUATION OF REINFORCED CONCRETE COLUMNS

Author:

SHIRAKO Masanori,YOSHIKAWA Hiromichi

Publisher

Japan Society of Civil Engineers

Reference23 articles.

1. 1) ACI-ASCE445, コンクリート構造のせん断設計への新しいアプローチ, 1997.

2. 2) CEB-FIP Model code for concrete structures, International system of unified standard codes of practice for structures, Comite Euro-International du Beton, Vol II, 1978.

3. 3) Priestley, M.J.N., Seible, F. and Calvi, G.M. : Seismic Design and Retrofit of Bridges, A Wiley-Interscience Publication, 1996.

4. 4) Yoshikawa, H. and Miyagi, T. : Ductility and Failure Modes of Single Reinforced Concrete Columns, JCI Seminar on Post-Peak Behavior of RC Structures subjected to Seismic Loads-Advances and Challenges on Analysis and Design-, Volume2, pp.229-244, October, 1999.

5. 5) AN, Xuehui. and Maekawa, K. : Shear Resistance and Ductility of RC Columns after Yield of Main Reinforcement, Journal of Materials, Concrete structures and Pavements, JSCE, No.585/V-38, pp.233-247, February, 1998.

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