Requirements for the use of PRESSS moment-resisting frame systems

PCI Journal

Volumn 49, Issue 2, 2004, Pages 98-103

  Hawkins, Neil 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

BUILDINGS; CARBON STEEL; CRACK INITIATION; ENERGY DISSIPATION; INTERFACES (MATERIALS); SHEAR WALLS; STRUCTURAL FRAMES;

MOMENT-RESISTING FRAME SYSTEMS; PRETENSIONED CONNECTIONS; STRUCTURAL SYSTEMS; TENSION-COMPRESSION YIELDING (TCY);

PRECAST CONCRETE;

EID: 2442598188     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.03012004.98.103     Document Type: Article

References (11)

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. Stanton, J., Stone W. C., and Cheok, G. S., "A Hybrid Reinforced Precast Frame for Seismic Regions," PCI JOURNAL, V. 42, No. 2, March-April 1997, pp. 20-32.
5. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-02)," American Concrete Institute, Farmington Hills, MI, 2002.
6. ACI Innovation Task Group 1 and Collaborators, "Acceptance Criteria for Moment Frames Based on Structural Testing (ACI T1.1-01) and Commentary (ACI T1.1R-01)," American Concrete Institute, Farmington Hills, MI, 2001.
7. Day, S., "Cyclic Load Testing of Precast Hybrid Moment Frame Connections," MSCE Thesis, Department of Civil Engineering, University of Washington, Seattle, WA, 1999.
8. ACI Innovation Task Group 1 and Collaborators, "Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post-Tensioned Concrete Members (ACI T1.2-03) and Commentary (ACI T1.2R-03)," American Concrete Institute, Farmington Hills, MI, 2003.
9. Raynor, D. J., "Bond Assessment of Hybrid Frame Continuity Reinforcement," MSCE Thesis, Department of Civil and Environmental Engineering, University of Washington, Seattle, WA, 2000.
10. Priestley, M. J. N., and MacRae, R. G., "Seismic Tests of Precast Beam-to-Column Joint Subassemblages with Unbonded Tendons," PCI JOURNAL, V. 41, No. 1, January-February 1996, pp. 64-81.
11. El-Sheikh, M. T., Sause, R., Pessiki, S., and Lu, L. W., "Seismic Behavior of Unbonded Post-Tensioned Precast Concrete Frames," PCI JOURNAL, V. 44, No. 3, May-June 1999, pp. 54-71.