New seismic design provisions for diaphragms in precast concrete parking structures

PCI Journal

Volumn 45, Issue 1, 2000, Pages 50-65

  Wood, Sharon L ^a   Stanton, John F ^b   Hawkins, Neil M ^c  

^a The University of Texas at Austin   (United States)

^b University of Washington   (United States)

^c United States of America   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; CONCRETE REINFORCEMENTS; EARTHQUAKE RESISTANCE; PARKING; SEISMOLOGY; STRUCTURAL ANALYSIS;

PARKING STRUCTURES; SEISMIC DAMAGE; SEISMIC DESIGN PROVISIONS;

PRECAST CONCRETE;

EID: 0033736882     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.01012000.50.65     Document Type: Article

References (25)

1. Corley, W. G. (primary contributor), "Concrete Parking Structures," Northridge Earthquake Reconnaissance Report, V. 2, Earthquake Engineering Research Institute, Earthquake Spectra, Supplement C to V. 11, January 1996, pp. 75-98.
2. Iverson, J. K., and Hawkins, N. M., "Performance of Precast/Prestressed Concrete Building Structures During the Northridge Earthquake," PCI JOURNAL, V. 39, No. 2, March-April 1994, pp. 38-55.
3. Phillips, R. J., "Performance of Parking Structures in the Northridge Earthquake," Proceedings, 63rd Annual Convention, Structural Engineers Association of California, Lake Tahoe, CA, September 1994, pp. 177-182.
4. Phillips, R. J., "Santa Monica College, Precast Concrete Parking Structure," 1994 Northridge Earthquake - Building Case Studies Project, Proposition 122, Product 3.2, Seismic Safety Commission, State of California, Sacramento, CA, pp. 137-142.
5. Wood, S. L., Stanton, J. F., and Hawkins, N. M., "Evaluation of Parking Garage Response During the 1994 Northridge Earthquake," Proceedings, Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, June 1996.
6. Wood, S. L., Stanton, J. F., and Hawkins, N. M., "Influence of Floor Diaphragms on the Seismic Response of Precast Parking Garages," Proceedings, NEHRP Conference and Workshop on Research on the Northridge, California Earthquake of January 17, 1994, California Universities for Research in Earthquake Engineering, Volume III-A, 1998, pp. 189-196.
7. Quinn, A. V., "Parking Garages in the Northridge Earthquake," Thesis submitted in partial fulfillment of the requirements for the MSCE degree, Department of Civil Engineering, University of Washington, Seattle, WA, 1995.
8. Maund, T. J., "Seismic Behavior of Diaphragms in Parking Garages," Thesis submitted in partial fulfillment of the requirements for the MSCE degree, Department of Civil Engineering, University of Washington, Seattle, WA, 1995.
9. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI 318-89)," American Concrete Institute, Farmington Hills, MI, 1989.
10. Uniform Building Code, International Conference of Building Officials, Whittier, CA, 1991.
11. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI 318-99)," American Concrete Institute, Farmington Hills, MI, 1999.
12. Uniform Building Code, International Conference of Building Officials, Whittier, CA, 1997.
13. Analysis of Revisions to the 1997 Uniform Codes, International Conference of Building Officials, Whittier, CA, 1997.
14. Fleischman, R. B., Sause, R., Pessiki, S., and Rhodes, A. B., "Seismic Behavior of Precast Parking Structure Diaphragms," PCI JOURNAL, V. 43, No. 1, January-February 1998, pp. 38-53.
15. ACI Committee 318, "Commentary to Building Code Requirements for Reinforced Concrete (ACI 318R-89)," American Concrete Institute, Farmington Hills, MI, 1989.
16. ACI-ASCE Committee 326, "Shear and Diagonal Tension," ACI Journal, V. 59, No. 1, January 1962, pp. 1-30; No. 2, February 1962, pp. 227-334; and No. 3, March 1962, pp. 352-396.
17. ACI-ASCE Committee 326, "Shear and Diagonal Tension," ACI Journal, V. 59, No. 1, January 1962, pp. 1-30; No. 2, February 1962, pp. 227-334; and No. 3, March 1962, pp. 352-396.
18. ACI-ASCE Committee 326, "Shear and Diagonal Tension," ACI Journal, V. 59, No. 1, January 1962, pp. 1-30; No. 2, February 1962, pp. 227-334; and No. 3, March 1962, pp. 352-396.
19. Mirza, S. A., and MacGregor, J. G., "Strength and Ductility of Concrete Slabs Reinforced with Welded Wire Fabric," ACI Journal, V. 78, No. 5, September-October 1981, pp. 374-381.
20. Hawkins, N. M., and Hjorteset, K., "Minimum Reinforcement Requirements of Concrete Flexural Members," Chapter 15, Applications of Fracture Mechanics to Reinforced Concrete, A. Carpenteri (Editor), Elsevier, 1991, pp. 379-412.
21. Hofbeck, J. A., Ibrahim, I. O., and Mattock, A. H., "Shear Transfer in Reinforced Concrete," ACI Journal, V. 66, No. 2, February 1969, pp. 119-128.
22. Mattock, A. H., and Hawkins, N. M., "Shear Transfer in Reinforced Concrete - Recent Research," PCI JOURNAL, V. 17, No. 2, March-April 1972, pp. 55-75.
23. Shioya, T., Igura, M., Nojiri, Y., Akiyama, H., and Okada, T., "Shear Strength of Large Reinforced Concrete Beams," Fracture Mechanics: Applications to Concrete, Special Publication 118, American Concrete Institute, Farmington Hills, MI, 1989.
24. Hawkins, N. M., "Seismic Resistance of Prestressed and Precast Concrete Structures," PCI JOURNAL, V. 22, No. 6, November-December 1977, pp. 80-110.
25. Abdel-Maksoud, M. G., "Relationship Between Performance and Geometric and Mechanical Properties of Concrete Joints Subjected to Cyclic Shear," Thesis submitted in partial fulfillment of the requirements for the PhD degree, Department of Civil Engineering, University of Illinois, Urbana, IL, 1999.