Acceptance criteria for special precast concrete structural walls based on validation testing

PCI Journal

Volumn 49, Issue 5, 2004, Pages 78-92

  Hawkins, Neu M ^a   Ghosh, S K ^b  

^a UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

^b SK Ghosh Associates Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

RISK ASSESSMENT; SAFETY FACTOR; SEISMIC PROSPECTING; SHEAR WALLS; STRUCTURAL ANALYSIS; TESTING;

STRUCTURAL SYSTEMS; STRUCTURAL WALLS; UNIVERSITY OF CALIFORNIA; VALIDATION TESTING;

PRECAST CONCRETE;

EID: 9744254439     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.09012004.78.92     Document Type: Review

References (10)

1. Ghosh, S. K., and Hawkins, N. M., "Codification of PRESSS Structural Systems," PCI JOURNAL, V. 48, No. 4, July-August 2003, pp.140-143.
2. Nakaki, S. D., Stanton, J. F., and Sritharan, S., "An Overview of the PRESSS Five-Story Precast Test Building," PCI JOURNAL, V. 44, No. 2, March-April 1999, pp. 26-39, and "The PRESSS Five-Story Precast Concrete Test Building, University of California at San Diego, La Jolla, California," PCI JOURNAL, V. 46, No. 5, September-October 2001, pp. 20-26.
3. Nakaki, S. D., Stanton, J. F., and Sritharan, S., "An Overview of the PRESSS Five-Story Precast Test Building," PCI JOURNAL, V. 44, No. 2, March-April 1999, pp. 26-39, and "The PRESSS Five-Story Precast Concrete Test Building, University of California at San Diego, La Jolla, California," PCI JOURNAL, V. 46, No. 5, September-October 2001, pp. 20-26.
4. BSSC, NEHRP (National Earthquake Hazards Reduction Program) Recommended Provisions for the Development of Seismic Regulations for New Buildings and Other Structures, Building Seismic Safety Council, Washington, DC, 2000, 2003.
5. Ghosh, S. K., "Update on the NEHRP Provisions: The Resource Document for Seismic Design," PCI JOURNAL, V. 49, No. 3, May-June 2004, pp. 96-102.
6. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-02)," American Concrete Institute, Farmington Hills, MI, 2002.
7. ACI Innovation Task Group 1 and Collaborators, "Acceptance Criteria for Moment Frames Based on Structural Testing (T1.1-01) and Commentary (T1.1R-01)," American Concrete Institute, Farmington Hills, MI, 2001.
8. ACI Innovation Task Group 1 and Collaborators, "Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post-Tensioned Concrete Members," ACI Proposed Standard T1.2-03 and Commentary ACI T1.2R-03, American Concrete Institute, Farmington Hills, MI, 2003.
9. Hawkins, N. M., and Ghosh, S. K., "Requirements for the Use of PRESSS Moment-Resisting Frame Systems," PCI JOURNAL, V. 49, No. 2, March-April 2004, pp. 98-103.
10. Hawkins, N. M., and Ghosh, S. K., Acceptance Criteria for Special Structural Walls Based on Validation Testing, Proposed Provisional Standard and Commentary, S. K. Ghosh Associates Inc., Northbrook, IL, 2003.