Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames

Journal of Constructional Steel Research

Volumn 63, Issue 11, 2007, Pages 1529-1545

  Rossi, P P ^a   Lombardo, A ^a  

^a UNIVERSITY OF CATANIA   (Italy)

Author keywords

Code provisions; Earthquake resistant design; Eccentrically braced frame; Link overstrength factor

Indexed keywords

DEFORMATION; MODAL ANALYSIS; SEISMIC RESPONSE; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; YIELD STRESS;

CODE PROVISIONS; EARTHQUAKE-RESISTANT DESIGN; ECCENTRICALLY BRACED FRAME; LINK OVERSTRENGTH FACTOR;

SEISMIC DESIGN;

EID: 34548592234     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2007.01.006     Document Type: Article

References (36)

1. Roeder C.W., and Popov E.P. Eccentrically braced steel frames for earthquakes. Journal of the Structural Division ASCE 104 ST3 (1978) 391-412
2. Hjelmstad K.D., and Popov E.P. Characteristics of eccentrically braced frames. Journal of Structural Engineering ASCE 110 2 (1984) 340-353
3. Kasai K., and Popov E.P. General behavior of WF steel shear link beams. Journal of Structural Engineering ASCE 112 2 (1986) 362-382
4. Malley J.O., and Popov E.P. Shear links in eccentrically braced frames. Journal of Structural Engineering ASCE 110 9 (1984) 2275-2295
5. Engelhardt MD, Popov EP. Behavior of long links in eccentrically braced frames. Report no. UCB/EERC-89/01. Earthquake Engineering Research Center, University of California
6. Foutch D.A. Seismic behavior of eccentrically braced steel building. Journal of Structural Engineering ASCE 115 8 (1989) 1857-1876
7. Lu L.W., Ricles J.M., Kasai K.. Global performance: General report. In: Proc. of the international workshop and seminar on "behaviour of steel structures in seismic areas". 1997. p. 361-81
8. Popov E.P., Ricles J.M., Kasai K.. Methodology for optimum EBF link design. In: Proc. of the 10th world conference on earthquake engineering. 1992. p. 3983-8
9. Kasai K., Han X.. New EBF design method and application: Redesign and analysis of US-Japan EBF. In: Proc. of the international workshop and seminar on "behaviour of steel structures in seismic areas". 1997. p. 242-9
10. Ghersi A, Marino EM, Rossi PP. Innovative design criteria, based on ductility control, for earthquake-resistant steel structures. Final report PRIN 2001, "Innovative steel structures for seismic protection of buildings", 2004, Mazzolani ed. p. 73-98
11. Bosco M., Lombardo A., Rossi P.P.. Design and seismic behaviour of eccentrically braced frames. In: Proc. of XX Congresso C.T.A. Avanzamenti nelle costruzioni in acciaio. 2005. p. 81-8 [in Italian]
12. Engelhardt M.D., and Popov E.P. On design of eccentrically braced frames. Earthquake spectra 5 3 (1989) 495-511
13. American Institute of Steel Construction - AISC 2002. Seismic provisions for structural steel buildings. Chicago (IL)
14. Perretti A. Comportamento sismico di telai in acciaio con controventi eccentrici. Doctorate thesis 1999. University of Naples [in Italian]
15. Ricles J.M., and Popov E.P. Composite action in eccentrically braced steel frames. Journal of Structural Engineering ASCE 115 8 (1989) 2046-2066
16. Eurocode 8. Design provisions for earthquake resistance of structures. European Committee for Standardisation 1993. ENV 1998-1-1/2/3
17. {ring operator} 3274 - O.P.C.M. 2003. Allegato 2: Norme tecniche per il progetto, la valutazione e l'adeguamento sismico degli edifici. March
18. Eurocode 8. Design of structures for earthquake resistance. European Committee for Standardisation 2003. prEN 1998-1-1/2/3
19. Eurocode. Basis of structural design. European Committee for Standardisation 2002. EN 1990
20. Malley JO, Popov EP. Design consideration for shear links in eccentrically braced frames. Report no. UCB/EERC-83/24. Berkeley: Earthquake Engineering Research Center, University of California; 1983
21. Arce G, Okazaki T, Engelhardt MD. Experimental behaviour of shear and flexural yielding links of ASTM A992 steel. In: Mazzolani (Ed.) Stessa 2003. p. 107-13
22. Okazaki T, Arce G, Ryu HC, Engelhardt MD. Resent research on link performance in steel eccentrically braced frames. In: XIII world conference on earthquake engineering. Paper no. 302. Vancouver (Canada); 2004
23. Okazaki T, Engelhardt MD, Nakashima M, Suita K. Experimental study on link-to-column connections in steel eccentrically braced frames. In: XIII world conference on earthquake engineering. Paper no. 275. Vancouver (Canada); 2004
24. Kasai K., and Popov E.P. Cyclic web buckling control for shear link beams. Journal of Structural Engineering ASCE 112 3 (1986) 505-521
25. Eurocode 3. Design of steel structures - Part 1-1: General rules and rules for buildings. UNI prEN 2003
26. Vamvatsikos D., and Cornell C.A. Incremental dynamic analysis. Earthquake Engineering & Structural Dynamics 31 3 (2002) 491-514
27. Uang C.M., Yu Q.S., Bonowitz D., Youssef N., and Vinckler J. Seismic response of an instrumented 13 story steel frame building damaged in the 1994 Northridge earthquake. Earthquake Spectra 13 (1997) 131-149
28. Satake N., Suda K., Arawaka T., Sasaki A., and Tamura Y. Damping evaluation using full-scale data of buildings in Japan. Journal of Structural Engineering 129 4 (2003) 470-477
29. Suda K., Satake N., Ono J., and Sasaki A. Damping properties of buildings in Japan. Journal of Wind Engineering and Industrial Aerodynamics 59 (1996) 383-392
30. Fukuwa N., Nishizaka R., Yagi S., Tanaka K., and Tamura Y. Field measurement of damping and natural frequency of an actual steel-frames building over a wide range of amplitudes. Journal of Wind Engineering and Industrial Aerodynamics 59 (1996) 325-347
31. Lagomarsino S. Forecast models for damping and vibration periods of buildings. Journal of Wind Engineering and Industrial Aerodynamics 48 (1993) 221-239
32. Ricles JM, Popov EP. Dynamic analysis of seismically resistant eccentrically braced frames. Report no. UCB/EERC-87/07. Earthquake Engineering Research Center, University of California
33. Whittaker AS, Wang CM, Bertero VV. Earthquake simulation tests and associated studies of a 0.3-scale model a six-story eccentrically braced steel structure. Report no. UCB/EERC-87/02. Earthquake Engineering Research Center, University of California
34. Uniform Building Code - UBC 1997. International conference of building officials. Whittier (California)
35. Croce P., Cecconi A., Salvatore W.. Statistical distributions of the mechanical properties of structural steel elements. In: Proc. of "XVI Congresso C.T.A. - Giornate italiane della costruzione in acciaio". 1997. p. 220-9
36. Agostoni N., Ballio G., and Poggi C. Indagine statistica sulle proprietà meccaniche degli acciai da costruzione. Proc. of "XIV Congresso C.T.A. - Giornate italiane della costruzione in acciaio" (1993) 22-34