Posttensioned energy dissipating connections for moment-resisting steel frames

Journal of Structural Engineering

Volumn 128, Issue 9, 2002, Pages 1111-1120

  Christopoulos, Constantin ^a   Filiatrault, Andre ^a   Uang, Chia Ming ^a   Folz, Bryan ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Connections; Energy dissipation; Post tensioning; Steel frames; Steel structures

Indexed keywords

DEFORMATION; ENERGY DISSIPATION; ITERATIVE METHODS; MATHEMATICAL MODELS; MECHANICAL TESTING; SEISMOLOGY; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

INELASTIC DEFORMATIONS; POST TENSIONING; POSTTENSIONED ENERGY DISSIPATING (PTED) CONNECTIONS; STEEL FRAMES;

STEEL STRUCTURES;

EID: 0003206816     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (18)

1. American Institute of Steel Construction (AISC). (1993). Load and resistance factor design specification for structural buildings, American Institute of Steel Construction, Chicago.
2. American Institute of Steel Construction (AISC). (1997). Seismic provisions for structural steel buildings, American Institute of Steel Construction, Chicago.
3. Carr, A. J. (2000). "RUAUMOKO-Inelastic Dynamic Analysis Program." Dept. of Civil Engineering. Univ. of Canterbury, Christchurch, New Zealand.
4. Christopoulos, C., Filiatrault, A., and Folz, B. (2002). ''Seismic response of self-centering hysterelic SDOF systems." Earthquake Eng. Struct. Dyn., 31(5), 1131-1150.
5. Clark, P., Frank, K. Krawinkler, H., and Shaw, R. (1997). "Protocol for fabrication, inspection, testing, and documentation of beam-column tests and other experimental specimens." Rep. No. SAC BD-97-02, SAC Joint Venture, Sacramento, Calif
6. El-Sheikh, M., Sause, R., Pessiki, S., Lu, L. W., and Kurama, Y. (1998). "Seismic analysis, behavior, and design of unbonded post-tensioned precast concrete frames." PRESSS Rep. No. 98/04, Lehigh Univ., Bethlehem, Pa.
7. Federal Emergency, Management Agency (FEMA). (2000). "Recommended seismic design criteria for new steel moment frame buildings." Rep. No. FEMA 350, Federal Emergency Management Agency, Washington, D.C.
8. Gross, J. L., Engelhardt, M. D., Uang, C.-M., Kasai, K., and Iwankiw, N. R. (1999). "Modification of existing welded steel moment frame connections for seismic resistance, design guide no. 12," American Institute of Steel Construction, Chicago.
9. Pampanin, S., Priestley M. J. N., and Sritharan, S. (1999). ''Frame direction modeling of the five-story PRESSS precast test building." Rep. No. SSRP 99/20, Univ. of California, San Diego.
10. Priestley, M. J. N. (1996). "Seismic design philosophy for precast concrete frames." Struct. Eng. Int. (IABSE, Zurich, Switzerland), 6(1), 25-31.
11. Priestley, M. J. N., Sritharan, S., Conley, J. R., and Pampanin, S. (1999). "Preliminary results and conclusions from the PRESSS five-story precast concrete test building." PCI J., 44(6), 42-67.
12. Priestley, M. J. N., and Tao, J. R. (1993). "Seismic response of precast prestressed concrete frames with partially debonded tendons." PCI J., 38(1), 58-67.
13. Ricles, J. M., Sause, R., Garlock, M. M., Peng, S. W., and Lu, L. W. (2000). "Experimental studies on post-tensioned seismic resistant connections for steel frames," Proc., STESSA 2000 Conference, International Association of Steel Structures in Seismic Areas, Montreal, Canada, 231-238.
14. 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.
15. SAC Steel Project (SAC). (1994). "Proceedings of the invitational workshop on steel seismic issues." Rep. No. SAC 94-01, SAC Steel Project, Sacramento, Calif.
16. Shen, J., and Astaneh-Asl, A. (2000). "Hysteresis model of bolted-angle connections." J. Constr. Steel Res., 54, 317-343.
17. Shen, Q., and Kurama, Y. C. (2000). "Lateral load behavior of unbonded post-tensioned hybrid coupled Walls." Proc., 6th Int. Conf. on Steel-Concrete Composite Structures, Los Angeles.
18. Stanton, J. F., Stone, W. C., and Cheok, G. S. (1997). "Hybrid reinforced frame for seismic regions." PCI J., 42(2), 20-32.