Ductile connections for precast concrete frame systems

American Concrete Institute, ACI Special Publication

Volumn SP-162, Issue , 1996, Pages 313-355

  Palmieri, L ^a   Saqan, E ^b   French, C ^a   Kreger, M ^b  

^a UNIVERSITY OF MINNESOTA   (United States)

^b UNIVERSITY OF TEXAS AT AUSTIN   (United States)

Author keywords

Connections; Ductility; Earthquake resistant structures; Energy; Frames; Friction; Joints (junctions); Precast concrete; Unbonded post tensioning

Indexed keywords

ENERGY DISSIPATION; SEISMIC DESIGN;

BEAM - COLUMN CONNECTION; CONNECTION DETAILS; CONNECTION ELEMENT; DUCTILE CONNECTION; NONLINEAR ELASTIC RESPONSE; RATIONAL DESIGN; RESEARCH PROGRAMS; SUBSTANTIAL ENERGY;

PRECAST CONCRETE;

EID: 85112769769     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

1. International Conference of Building Officials, Uniform Building Code, 1994 Edition, Whittier, CA, 1994.
2. Kurose, Y., Nagamai, K., and Saito, Y., "Beam-Column Joints in Precast Concrete Construction in Japan," American Concrete Institute Special Publication, SP-123, 1991, pp. 493-514.
3. Blakeley, R.W.G., and Park, R., "Seismic Resistance of Prestressed Concrete Beam-Column Assemblies," ACI Journal, Vol. 68, No. 9, Sep. 1971, pp. 677-692.
4. Blakeley, R.W.G., and Park, R., "Prestressed Concrete Sections with Cyclic Flexure," ASCE, Journal of Structural Engineering, Vol. 99, No. ST8, Aug. 1973, pp. 1717-1742.
5. Priestley, M.J.N., and Tao, J.R., "The Seismic Response of Precast-Prestressed Frames with Partially Debonded Tendons," PCI Journal, Vol. 38, No. 1, Jan./Feb. 1993, pp. 58-69.
6. Cheok, Geraldine S., and Lew, H.S., "Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads," NISTIR 4433, NIST, Gaithersburg, MD, October 1990.
7. Cheok, Geraldine S., and Lew, H.S., "Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads - Rep. No. 2," NISTIR 4589, NIST, Gaithersburg, MD, June 1991.
8. Popov, E.P., and Engelhardt, M.D., "Seismic Eccentrically Braced Frames," J. of Constructional Steel Research, Vol. 10, 1988, pp. 321-354.
9. Gregorian, C.E., Yang, T.S., and Popov, E.P., "Slotted Bolted Connection Energy Dissipators," Earthquake Engineering Research Center, Report No. UCB/EERC-92/1 0, July 1992, 21 pp.
10. ACI-ASCE Committee 352, "Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures," ACI Journal, Vol. 82, No. 3, May-June 1985, pp. 266-283.