Experimental evaluation of earthquake resistant posttensioned steel connections

Journal of Structural Engineering

Volumn 128, Issue 7, 2002, Pages 850-859

  Ricles, J M ^a   Sause, R ^a   Peng, S W ^b   Lu, L W ^a  

^a Lehigh University   (United States)

^b LEHIGH UNIVERSITY   (United States)

Author keywords

Connections; Ductility; Energy dissipation; Steel construction

Indexed keywords

BEAM-COLUMN INTERFACES; CONNECTIONS; CYCLIC STRENGTH; POSTTENSIONED STRANDS;

BEAMS AND GIRDERS; CYCLIC LOADS; DEFORMATION; DUCTILITY; EARTHQUAKE RESISTANCE; ENERGY DISSIPATION; PARAMETER ESTIMATION; SEISMIC PROSPECTING; STIFFNESS; STRENGTH OF MATERIALS;

STEEL STRUCTURES;

EID: 4544244680     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:7(850)     Document Type: Article

References (16)

1. American Institute of Steel Construction. (1993). Load and resistant factored design, 2nd Ed., Manual of Steel Construction, Chicago.
2. American Society for Testing and Materials. (1997a). "Standard methods for tension testing of metallic materials." ASTM Designation No. E8-19, Philadelphia.
3. American Society for Testing and Materials. (1997b). "Standard specification for steel strand, uncoated seven-wired for prestressed concrete." ASTM Designation No. A416-94, Philadelphia.
4. Chen, S. J., Yeh, C. H., and Chu, J. M. (1996). "Ductile steel beam-to-column connections for seismic resistance." J. Struct. Eng., 122(11), 1292-1299.
5. Cheok, G., and Lew, H. (1993). "Model precast concrete beam-to-column connections subject to cyclic loading." PCI J. 38(4), 80-92.
6. Cheok, G., and Stone, W. (1994). "Performance of 1/3 scale model precast concrete beam-column connections subjected to cyclic inelastic loads - Report No. 4," Rep. No. NISTIR 5436, National Institute of Standards and Technology, NIST, Gaithersburg, Md.
7. El-Sheikh, M., Sause, R., Pessiki, S., Lu, L. W., and Kurama, Y. (1997). "Seismic analysis, behavior, and design of unbonded post-tensioned precast concrete frames." Rep. No. EQ-97-02, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, Pa.
8. Engelhardt, M. D., and Sabol, T. A. (1998). "Reinforcing of steel moment connections with cover plates: Benefits and limitations." Eng. Struct., 20(4-6), 510-520.
9. Galambos, T. V. (1998). Guide to stability design criteria for metal structures, 5th Ed., Structural Stability Research Council, SSRC, Lehigh Univ., Bethlehem, Pa.
10. Kasai, K. K., Hodgson, I., and Bleiman, D. (1998). "Rigid-bolted repair method for damaged moment connections." Eng. Struct., 20(4-6), 521-532.
11. Peng, S. W. (2001). "Seismic resistant moment connections for concrete filled tube column-to-WF beam moment resisting frames." PhD dissertation, Dept. of Civil Engineering, Lehigh Univ., Bethlehem, Pa.
12. Priestley, M., and MacRae, G. (1994). "Seismic tests of precast beam-to-column joint subassemblages with unbonded tendons," PCI J., 41(1), 64-81.
13. Ricles, J. M., Sause, R., Garlock, M. M., and Zhao, C. (2001). "Posttensioned seismic-resistant connections for steel frames." J. Struct. Eng., 127(2), 113-121.
14. SAC Joint Venture (SAC) (1997). "Protocol for fabrication, inspection, testing, and documentation of beam-column connection tests and other experimental specimens." Rep. No. SAC/BD-97/02, SAC Joint Venture, Sacramento, Calif.
15. Shen, J., and Astaneh-Asl, A. (1999). "Hysteretic behavior of bolted angle." J. Constr. Steel Res., 51, 201-218.
16. Youssef, N. F. G., Bonowitz, D., and Gross, J. L. (1995). "A survey of steel moment resisting frame buildings affected by the 1994 Northridge earthquake." NIST, Rep. No. NISTIR 5625, Gaithersburg, Md.