Seismic Response of Composite Moment-Resisting Connections. I: Performance

Journal of Structural Engineering

Volumn 124, Issue 8, 1998, Pages 868-876

  Leon, Roberto T ^a   Hajjar, Jerome F ^b   Gustafson, Michael A ^c  

^a Georgia Institute of Technology   (United States)

^b UNIVERSITY OF MINNESOTA   (United States)

^c Ellerbe Becket   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE CONSTRUCTION; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FATIGUE TESTING; FLOORS; FRACTURE; STEEL BEAMS AND GIRDERS; STRUCTURAL ANALYSIS; WELDED STEEL STRUCTURES;

COMPOSITE MOMENT RESISTING CONNECTIONS;

STRUCTURAL FRAMES;

EID: 0032137392     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:8(868)     Document Type: Article

References (27)

1. "Building code requirements for reinforced concrete." (1995). ACI 318-95, American Concrete Institute, Detroit, Mich.
2. Carlson, P. C., Shield, C. K., and Hajjar, J. F. (1998). "The behavior of earthquake resistant, composite steel moment resisting frame connections." Struct. Engrg. Rep. No. ST 98-4, Department of Civil Engineering, University of Minnesota, Minneapolis, Minn.
3. "Electrode specification report." (1997). Lincoln Electric Engrg. Rep., Lincoln Electric Company, Cleveland, Ohio.
4. Fisher, J., Dexter, R., and Kaufmann, E. (1995). "Fracture mechanics of welded structural steel connections." Internal Rep., Center for Advanced Technology for Large Structural Systems, Lehigh University, Bethlehem, Pa.
5. Gross, J. L. (1997). Internal Rep., National Institute of Standards and Technology, Gaithersburg, Md.
6. Hajjar, J. F., Leon, R. T., Gustafson, M. A., and Shield, C. K. (1998a). "Seismic response of composite moment-resisting connections. II: Behavior." J. Struct. Engrg., ASCE, 124(8), 877-885.
7. Hajjar, J. F., Leon, R. T., Gustafson, M. A., and Shield, C. K. (1998b). "Full-scale cyclic experiments of composite moment-resisting frame connections." Struct. Engrg. Rep. No. ST 98-02, Department of Civil Engineering, University of Minnesota, Minneapolis, Minn.; Rep. No. SEM 98-02, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, Ga.
8. Hajjar, J. F., Leon, R. T., Gustafson, M. A., and Shield, C. K. (1998b). "Full-scale cyclic experiments of composite moment-resisting frame connections." Struct. Engrg. Rep. No. ST 98-02, Department of Civil Engineering, University of Minnesota, Minneapolis, Minn.; Rep. No. SEM 98-02, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, Ga.
9. Hajjar, J. F., O'Sullivan, D. P., Leon, R. T., and Gourley, B. C. (1995). "Evaluation of the damage to the Borax corporate headquarters building as a result of the Northridge earthquake." SAC Rep. No. 95-07, SAC Joint Venture, Sacramento, Calif.
10. Igarashi, S., Inoue, K., Kim, S. E., and Tada, M. (1984). "A study on elastic-plastic response analysis of framed structures composed of composite beams." Trans., Arch. Inst. of Japan, 337, 39-52 (in Japanese).
11. "Interim guidelines advisory no. 1: supplement to FEMA 267." (1997). Rep. No. SAC-96-03 and FEMA-267A, SAC Joint Venture, Sacramento, Calif.
12. "Interim guidelines: evaluation, repair, modification and design of welded steel moment frame structures." (1995). Rep. No. SAC-95-02 and FEMA-267, SAC Joint Venture, Sacramento, Calif.
13. Kaufmann, E. J., and Fisher, J. W. (1997). "Dynamic tension tests of simulated moment resisting frame weld joints." Proc., Northridge Earthquake Res. Conf., California Universities for Research in Earthquake Engineering, Sacramento, Calif., in press.
14. Kaufmann, E. J., Fisher, J. W., Lu, L.-W., and Xue, M. (1996). "Achieving ductile behavior of moment connections." Modern steel construction, AISC, 30-39.
15. Lee, L., and Lu, S. (1989). "Cyclic tests of full-scale composite joint subassemblages." J. Struct. Engrg., ASCE, 115(8), 1977-1998.
16. Leon, R. T., and Hajjar, J. F. (1997). "Effect of floor slabs on behavior of full moment steel connections." Building to Last: Proc., ASCE Struct. Congress '97, L. Kempner and C. B. Brown, eds. ASCE, Reston, Va., 772-776.
17. Load and resistance factor design specification for structural steel buildings. (1993). 2nd Ed., American Institute of Steel Construction, Chicago, Ill.
18. Mukudai, Y., and Matsuo, A. (1983). "A study of the analysis and the behavior of multi-storied frames with concrete slab during a severe earthquake." J. Struct. Engrg., Tokyo, Japan, 29, 211-220 (in Japanese).
19. Reconnaissance report on damage to steel building structures observed from the 1995 Hyogoken-Nanbu (Hanshin/Awaji) earthquake. (1995). Steel Committee, Kinki Branch, Architectural Institute of Japan, Tokyo, Japan.
20. Roeder, C. W., and Foutch, D. A. (1996). "Experimental results for seismic resistant steel moment frames." J. Struct. Engrg., ASCE, 122(6), 581-588.
21. Seismic provisions for structural steel buildings. (1992). American Institute of Steel Construction, Chicago, Ill.
22. Statistical analysis of CVN for steel wide flange structural shapes. (1995). American Institute of Steel Construction, Chicago, Ill.
23. Tagawa, Y., Kato, B., and Aoki, H. (1989). "Behavior of composite beams in steel frame under hysteretic loading." J. Struct. Engrg., ASCE, 115(8), 2029-2045.
24. Tide, R. H. R. (1997). "Experimental verification of "k"-area steel properties after cracking observed." Innovations in structural design: strength, stability, reliability, J. F. Hajjar and R. T. Leon, eds., Structural Stability Research Council, Bethlehem, Pa., 61-71.
25. Tide, R. H. R. (1998). "Stability of weld metal subject to cyclic static and seismic loading," Engrg. Struct., Special Issue on Innovations in Stability Concepts and Methods for Seismic Des. in Struct. Steel, 20(4-6), 562-569.
26. Tremblay, R., Tchebotarev, N., and Filiatrault, A. (1997). "Influence of the loading rate and the floor slab on the seismic performance of RBS connections for steel moment resisting frames." Proc., Northridge Earthquake Res. Conf., California Universities for Research in Earthquake Engineering, Sacramento, Calif., in press.
27. 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." Rep. No. NISTIR 5625, National Institute of Standards and Technology, Gaithersburg, Md.