Behavior and design of high-strength RC walls

American Concrete Institute, ACI Special Publication

Volumn SP-176, Issue , 1998, Pages 259-279

  Wallace, J W ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Earthquake resistant structures; High strength concrete; Reinforced concrete; Shear properties; Strength; Walls

Indexed keywords

ASPECT RATIO; PETROLEUM RESERVOIR EVALUATION; REINFORCED CONCRETE; SEISMOLOGY; STRUCTURAL ANALYSIS; WALLS (STRUCTURAL PARTITIONS);

ANALYTICAL STUDIES; BUILDING SYSTEMS; CONCRETE STRENGTH; EVALUATION OF TEST; HIGH STRENGTH CONCRETES; HIGH-STRENGTH REINFORCED CONCRETE; LOW ASPECT RATIO; STRUCTURAL WALLS;

HIGH PERFORMANCE CONCRETE;

EID: 0012570096     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (22)

1. ACI Committee 363, "State of the Art Report on High-Strength Concrete," Journal of the American Concrete Institute, Vol. 81, No. 4, pp. 364-411, (July-August, 1984).
2. Aldan, A. E. and Bertero, V. V., "RC Structural Walls: Design for Shear," Journal of Structural Engineering, ASCE, Vol. 111, No. 8, pp. 1775-1791, (August 1985).
3. "Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI-318R-95)," American Concrete Institute, Farmington Hills, MI, (1995).
4. "Building Code Requirements for Structural Concrete (ACI 318-83) and Commentary (ACI-318R-83)," American Concrete Institute, Farmington Hills, MI, (1983).
5. "Concrete Design Standard, NZS 3101:1995 Part 1 and Commentary on the Concrete Design Standard, NZS 3101:1995 Part 2," Standards Association of New Zealand (1995).
6. Eberhard, M. O. and Miegs, B. E., "Earthquake-Resisting System Selection for RC Buildings," Earthquake Spectra, Vol. 11, No. 1, pp. 19-36 (February 1995).
7. "Eurocode 8 - Earthquake-Resistant Design of Structures - General Rules and Rules for Buildings," Commission of the European Communities, Second Draft, (1993).
8. "Guidelines for the Seismic Rehabilitation of Buildings: 75% Compete Draft," Applied Technology Council, Redwood City, CA (December 1995).
9. Kabeyasawa, T., Kuramoto, H., and Matsumoto, K., "Tests and Analyses of High Strength Shear Wails, Proceedings, First Meeting of the Multilateral Project on the Use of High Strength Concrete, Kyoto, Japan, (May 1993).
10. Kabeyasawa, T., Hiraishi, H., and Kumagai., "Tests and Analyses of High Strength Shear Walls in Japan, Proceedings, Second US-Japan-New Zealand-Canada Multilateral Meeting on Structural Performance of High Strength Concrete in Seismic Regions, Honolulu, Hawaii, (December 1994).
11. Kabeyasawa, T., Hiraishi, H., "Tests and Analyses of High Strength Shear Walls in Japan, ACI SP, American Concrete Institute, Farmington Hills, MI (1997).
12. Moehle, J. P.; Wallace, J. W., "Ductility and Detailing Requirements of Shear Wall Buildings," Proceedings, 5th Chilean Conference on Seismology and Earthquake Engineering, Santiago, Chile; 131-150, (August 1989).
13. Park, R. and Tanaka, H., "High Strength Concrete Columns," Proceedings, Second US-Japan-New Zealand-Canada Multilateral Meeting on Structural Performance of High Strength Concrete in Seismic Regions, Honolulu, Hawaii, (December 1994).
14. Park, R. and Tanaka, H., "High Strength Concrete Columns," ACI SP, American Concrete Institute, Farmington Hills, MI (1997).
15. Razvi, S. R., "Confinement of High-Strength Concrete Columns," Ph.D. Thesis, University of Ottawa, Ottawa, Ontario, Canada, (June 1995).
16. Saatcioglu, M. & Razvi, S. R., "Strength and Ductility of Confined Concrete," Journal of Structural Engineering, ASCE, Vol. ll8, No. 6, pp. 1590-1607, (June 1992).
17. Taylor, C. P.; Thomsen IV, J. H.; and Wallace, J. W., "Experimental Verification of Displacement-Based Design Procedures for Slender RC Structural Walls," Proceedings, Uth World Conference on Earthquake Engineering, Acapulco, Mexico, (June 1996).
18. "Uniform Building Code", International Conference of Building Officials, Whittier, California, (1994).
19. Wallace, J. W., "A New Methodology for Seismic Design ofRC Shear Walls," Journal of Structural Engineering, ASCE, Vol. 120(3): pp. 863-884, (March 1994).
20. Wallace, J. W., "Evaluation ofUBC-94 Provisions for Seismic Design ofRC Structural Walls," Earthquake Spectra, Vol. 12, No. 2, (May 1996).
21. Wallace, J. W.; Moehle, J. P., "Ductility and Detailing Requirements of Bearing Wall Buildings," Journal of Structural Engineering, ASCE, Vol. ll8(6): 1625-1644, (June 1992).
22. Wood, S. L., "Shear Strength of Low-Rise Reinforced Concrete Walls," ACI Structural Journal, 87(1): 99-107, (January-February 1990).