ACI 318-99 provisions for seismic design of structural walls

ACI Structural Journal

Volumn 99, Issue 4, 2002, Pages 499-508

  Wallace, John W ^a   Orakcal, Kutay ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Design; Reinforced concrete; Shear; Wall

Indexed keywords

BENDING STRENGTH; LOADS (FORCES); REINFORCED CONCRETE; SEISMOLOGY; STRAIN; STRUCTURAL DESIGN;

MOMENT CAPACITY;

WALLS (STRUCTURAL PARTITIONS);

EID: 0036665045     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (24)

1. ACI Committee 318, 1995, "Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (318R-95)," American Concrete Institute, Farmington Hills, Mich., 369 pp.
2. ACI Committee 318, 1999, "Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (318R-99)," American Concrete Institute, Farmington Hills, Mich., 391 pp.
3. Bertero, V. V.; Aktan, A. E.; Charney, F. A.; and Sause, R., 1984, "U.S.-Japan Cooperative Earthquake Research Program: Earthquake Simulation Tests and Associated Studies of a 1/5th-Scale Model of a 7-Story Reinforced Concrete Test Structure," EERC Report No. UCB/EERC-84/05, Earthquake Engineering Research Center, University of California, Berkeley, 172 pp.
4. Dobry, R. et al., 2000, "New Site Coefficients and Site Classification System Used in Recent Building Seismic Code Provisions," Earthquake Spectra, V. 16, No. 1, pp. 41-68.
5. Federal Emergency Management Agency, 1997, "NEHRP Guidelines for the Seismic Rehabilitation of Buildings," Report No. FEMA-273, Oct., 440 pp.
6. Maffei, J.; Comartin, C. D.; Kehoe, B.; Kingsley, G. R.; and Lizundia, B., 2000, "Evaluation of Earthquake-Damaged Concrete and Masonry Wall Buildings," Earthquake Spectra, V. 16, No. 1, pp. 263-284.
7. Moehle, J. P., 1992, "Displacement-Based Design of RC Structures Subjected to Earthquakes," Earthquake Spectra, EERI, V. 8, No. 3, pp. 403-428.
8. Moehle, J. P., and Wallace, J. W, 1989, "Ductility and Detailing Requirements of Shear Wall Buildings," Proceedings, 5th Chilean Conference on Seismology and Earthquake Engineering, Santiago, Chile, pp. 131-150.
9. Paulay, T., 1986, "The Design of Ductile Reinforced Concrete Structural Walls For Earthquake Resistance," Earthquake Spectra, EERI, V. 2, No. 4, pp. 783-823.
10. Saatcioglu, M., and Razvi, S. R., 1992, "Strength and Ductility of Confined Concrete," Journal of Structural Engineering, ASCE, V. 118, No. 6, pp. 1590-1607.
11. Seismology Committee, 1996, "Recommended Lateral Force Requirements and Commentary," Sixth Edition, Structural Engineers Association of California, Sacramento, Calif., 504 pp.
12. Stewart, J. P.; Liu, A. H.; and Baturay, M. B., 2001, "Amplification Factors for Spectral Acceleration and Duration in Active Regions," Report No. CSMIP-2001, Strong Motion Instrumentation Program, Division of Mines and Geology, Sacramento, Calif., 106 pp. (under review)
13. Taylor, C. P.; Cote, P. A.; Wallace, J. W., 1998, "Design of Slender RC Walls with Openings," ACI Structural Journal, V. 95, No. 4, July-Aug., pp. 420-433.
14. Taylor, C. P.; Thomsen, J. H. IV; and Wallace, J. W., 1996, "Experimental Verification of Displacement-Based Design Procedures for Slender RC Structural Walls," Proceedings, 11th World Conference on Earthquake Engineering, Acapulco, Mexico, June 23-28, 122 pp.
15. Thomsen, J. H., IV, and Wallace, J. W., 1995, "Displacement-Based Design of RC Structural Walls: Experimental Studies of Walls With Rectangular and T-Shaped Cross Sections," Report No. CU/CEE-95/06, Department of Civil and Environmental Engineering, Clarkson University, Potsdam, N.Y.
16. Uniform Building Code, 1991, "International Conference of Building Officials," Whittier, Calif.
17. Uniform Building Code, 1994, "International Conference of Building Officials," Whittier, Calif.
18. Uniform Building Code, 1997, "International Conference of Building Officials," Whittier, Calif.
19. Wallace, J. W., 1994, "A New Methodology for Seismic Design of RC Shear Walls," Journal of Structural Engineering, ASCE, V. 120, No. 3, pp. 863-884.
20. Wallace, J. W., 1995, "Seismic Design of RC Structural Walls, Part I: New Code Format," Journal of Structural Engineering, ASCE, V. 121, No. 1, pp. 75-87.
21. Wallace, J. W., 1996, "Evaluation of UBC-94 Provisions for Seismic Design of RC Structural Walls," Earthquake Spectra, V. 12, No. 2, pp. 327-348.
22. Wallace, J. W., 1998, "Behavior and Design of High-Strength RC Walls," High-Strength Concrete in Seismic Regions, SP-176, C. W. French and M. E. Kreger, eds., American Concrete Institute, Farmington Hills. Mich., pp. 259-279.
23. Wallace, J. W., and Moehle, J. P., 1992, "Ductility and Detailing Requirements of Bearing Wall Buildings," Journal of Structural Engineering, ASCE, V. 118, No. 6, pp. 1625-1644.
24. Wallace, J. W., and Thomsen, J. H. IV, 1995, "Seismic Design of RC Structural Walls, Part II: Applications," Journal of Structural Engineering, ASCE, V. 121 No. 1, pp. 88-101.