Effective slab width model for seismic analysis of flat slab frames

ACI Structural Journal

Volumn 102, Issue 6, 2005, Pages 868-875

  Dovich, Laurel M ^a   Wight, James K ^b  

^a Walla Walla College   (United States)

^b UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Effective width; Flat slab; Frame

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); CONCRETE SLABS; EARTHQUAKE EFFECTS; MATHEMATICAL MODELS; REINFORCED CONCRETE; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

EARTHQUAKE DAMAGE; SEISMIC ANALYSIS; SLAB FRAMES;

STRUCTURAL FRAMES;

EID: 28444472458     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (18)

1. Corley, W. G., and Jirsa, J. O., "Equivalent Frame Analysis for Slab Design " ACI Journal, Proceedings V. 67, No. 11, Nov. 1970, pp. 875-884.
2. Vanderbilt, D. M., "Equivalent Frame Analysis for Lateral Loads," Journal of the Structural Division, ASCE, V. 105, No. ST10, Oct. 1979, pp. 1981-1998.
3. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02)," American Concrete Institute, Farmington Hills, Mich., 2002, 443 pp.
4. Pecknold, D. A., "Slab Effective Width for Equivalent Frame Analysis," 'ACI Journal, Proceedings V. 72, No. 4, Apr. 1975, pp. 135-137.
5. Grossman, J. S., "Verification of Proposed Design Methodologies for Effective Width of Slabs in Slab-Column Frames," ACI Structural Journal, V. 94, No. 2, Mar.-Apr. 1997, pp. 181-196.
6. Luo, Y. H., and Durrani, A. J., "Equivalent Beam Model for Flat-Slab Buildings-Part I: Interior Connections," ACI Structural Journal, V. 92, No. 1, Jan.-Feb. 1995, pp. 115-124.
7. Luo, Y. H., and Durrani, A. J., "Equivalent Beam Model for Flat-Slab Buildings---Part II: Exterior Connections," ACI Structural Journal, V. 92, No. 2, Mar.-Apr. 1995, pp. 250-257.
8. Robertson, I. N., "Analysis of Flat Slab Structures Subjected to Combined Lateral and Gravity Loads," ACT Structural Journal, V. 94, No. 6, Nov.-Dec. 1997, pp. 723-729.
9. Darvall, P., and Allen, F., "Lateral Load Effective Width of Flat Plates with Drop Panels," ACI Journal, Proceedings V. 81, No. 6, Nov.-Dec. 1984, pp. 613-617.
10. Dovich, L. M., and Wight, J. K., "Lateral Response of Nonseismically Detailed Reinforced Concrete Flat Slab Structures," Report No. UMCEE 94-30, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Mich., Sept. 1994, 183 pp.
11. Dovich, L. M., and Wight, J. K., "Lateral Behavior of Older Flat Slab Frames and the Economic Effect on Retrofit," Earthquake Spectra, EERI, V. 12, No. 4, Nov. 1996, pp. 667-691.
12. Kanaan, A. E., and Powell, G. H., "DRAIN-2D, A General Purpose Computer Program for Inelastic Dynamic Response of Plane Structures," Report No. EERC 73-6, Earthquake Engineering Research Center, University of California, Berkeley, Calif., Apr. 1973, 84 pp.
13. Tang, X., and Goel, S. C., "DRAIN-2DM Technical Notes and User's Guide," Research Report UMCE 88-1, Department of Civil Engineering, University of Michigan, Ann Arbor, Mich., Jan. 1988.
14. Naaman, A. E., Prestressed Concrete Analysis and Design, McGraw-Hill, Inc., New York, 1982, p. 448.
15. Singh, J. P.; Donovan, N. C.; and Jobsis, A. C., "Design of Machine Foundations on Piles," Journal of the Geotechnical Engineering Division, ASCE, V. 103, No. 8, Aug. 1977, pp. 79-111.
16. International Conference of Building Officials, "Uniform Building Code," V. 2, Los Angeles, Calif., 1997, 492 pp.
17. Diebold, J. W., and Moehle, J. P., "Lateral Load Response of Flat Plate Frames," Journal of Structural Engineering, ASCE, V. 111, No. 10, Oct. 1985, pp. 2149-2164.
18. Hall, J. F., ed., "Northridge Earthquake - Jan. 17, 1994, Preliminary Reconnaissance Report," Report No. EERI 94-01, Earthquake Engineering Research Institute, Oakland, Calif., Mar. 1994, 96 pp.