Tests and analyses of high-strength reinforced concrete shear walls in Japan

American Concrete Institute, ACI Special Publication

Volumn SP-176, Issue , 1998, Pages 281-310

  Kabeyasawa, T ^a   Hiraishi, H ^b  

^a UNIVERSITY OF TOKYO   (Japan)

^b Ministry of Land Infrastructure and Transport   (Japan)

Author keywords

Deformation; Flexural strength; High strength concrete; Shearwalls; Strength

Indexed keywords

COMPRESSIVE STRENGTH; CONCRETE CONSTRUCTION; CONCRETE TESTING; DEFORMATION; HIGH PERFORMANCE CONCRETE; SEISMOLOGY; SHEAR WALLS;

DEFORMATION CAPACITY; DESIGN EQUATION; FLEXURAL FAILURE; HIGH-STRENGTH REINFORCED CONCRETE; LOADING CONDITION; REINFORCEMENT RATIOS; RESISTANCE MECHANISMS; TESTS AND ANALYSIS;

REINFORCED CONCRETE;

EID: 84962625901     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. Kabeyasawa, T. and Matsumoto, K., 'Tests and analyses of ultrahigh strength reinforced concrete shear walls (in English), ' Proceedings of the tenth world conference on earthquake engineering, Madrid, Spain, 3291-3296(1992).
2. Saitoh, F., Kuramoto, H. and Minami, K., 'Shear behavior of shear walls using high strength concrete (in Japanese), ' Summaries of technical papers of annual meeting, Architectural Institute of Japan, Cll, 605-606(1990).
3. Yanagisawa, N., Kamide, M., Kanoh, Y. et al., 'Study on high strength reinforced concrete shear walls: Part 1 Outline of tests; Part 2 Deformability and maximum strength (in Japanese), ' Summaries of technical papers of annual meeting, Architectural Institute of Japan, Cll, 347-350(1992).
4. Hiraishi, H., lmanishi, T., Tanaka, Y., et al., 'Post-yield behavior of multi-story reinforced concrete shear walls subjected to bilateral deformations under axial load (in Japanese), ' Journal of structural and construction engineering, Architectural Institute of Japan, No. 450, 89-97(1992).
5. Maeda, Y., et al., 'Study on load-deflection characteristics of reinforced cocnrete shear walls of high strength concrete - Part 1 Lateral loading test (in Japanese), ' Research report, Research Institute, Maeda Construction Corp., Vol. 27, 97-107 (1986).
6. Okamoto, S., et al., 'Study on reactor building structure using ultrahigh strength materials: Part 1. Bending shear test of RC shear wall - Outline (in Japanese), ' Summaries of technical papers of annual meeting, Architectural Institute of Japan, Cll, 1469-1470(1990).
7. Kumagai, H., et al., 'Structural behavior of high strength concrete shear walls (in Japanese), ' Summaries of technical papers of annual meeting, Architectural Institute of Japan, Cll, 611-612(1990).
8. Sugano, S., et al., 'An Experimental study on strength and ductility of high-strength concrete shear walls (in Japanese), ' Summaries of technical papers of annual meeting, Architectural Institute of Japan, Cll, 437-438(1991).
9. Nagashima, T., et al., 'Seismic behavior of reinforced concrete shear walls using high strength concrete (in Japanese), ' Proceedings of the Japan Concrete Institute, Vol. 15, No. 2, 1155-1160(1993).
10. Architectural Institute of Japan(AIJ), AIJ structural design guidelines for reinforced concrete buildings based on ultimate strength concept (in English), Architectural Institute of Japan, Tokyo(1994)
11. Comite Euro-lnternational du Beton(CEB), CEB-FIP Model Code (1987 draft), Comite Euro-lnternational du Beton, Lausanne, 1986.