Experimental and analytical investigation of tubular links for eccentrically braced frames

Engineering Structures

Volumn 29, Issue 8, 2007, Pages 1929-1938

  Berman, Jeffrey W ^a   Bruneau, Michel ^b,c  

^a University of Washington   (United States)

^b UNIVERSITY AT BUFFALO   (United States)

^c the State University of New York   (United States)

Author keywords

Ductility; Earthquake engineering; Eccentrically braced frames; Experimental study; Steel structures

Indexed keywords

BUCKLING; DUCTILITY; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; FLANGES; HEAT AFFECTED ZONE; SEISMIC RESPONSE;

ECCENTRICALLY BRACED FRAMES; FLANGE COMPACTNESS RATIO; MINIMUM WEB STIFFENER SPACING;

TUBULAR STEEL STRUCTURES;

BUCKLING; DUCTILITY; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; FLANGES; HEAT AFFECTED ZONE; SEISMIC RESPONSE; TUBULAR STEEL STRUCTURES;

DUCTILITY; EARTHQUAKE ENGINEERING; EXPERIMENTAL STUDY; FINITE ELEMENT METHOD; NUMERICAL MODEL; STEEL STRUCTURE; STRUCTURAL COMPONENT;

EID: 34447100651     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.10.012     Document Type: Article

References (32)

1. Roeder C.W., and Popov E.P. Eccentrically braced steel frames for earthquakes. Journal of the Structural Division 104 3 (1978) 391-412
2. Roeder C.W., and Popov E.P. Cyclic shear yielding of wide-flange beams. Journal of the Engineering Mechanics Division 104 4 (1978) 763-780
3. Popov E.P., and Bertero V.V. Seismic analysis of some steel building frames. Journal of the Engineering Mechanics Division 106 1 (1980) 75-92
4. Hjelmstad K.D., and Popov E.P. Cyclic behavior and design of link beams. Journal of Structural Engineering 109 10 (1983) 2387-2403
5. Hjelmstad K.D., and Popov E.P. Characteristics of eccentrically braced frames. Journal of Structural Engineering 110 2 (1984) 340-353
6. Malley J.O., and Popov E.P. Shear links in eccentrically braced frames. Journal of Structural Engineering 110 9 (1984) 2275-2295
7. Kasai K, Popov EP. Study of seismically resistant eccentrically braced steel frame systems. Report no. UCB/EERC-86/01. Earthquake Engineering Research Center; 1986
8. Kasai K., and Popov E.P. General behavior of WF steel shear link beams. Journal of Structural Engineering 112 2 (1986) 362-382
9. Ricles J.M., and Popov E.P. Composite action in eccentrically braced frames. Journal of Structural Engineering 115 8 (1989) 2046-2066
10. Engelhardt M.D., and Popov E.P. Experimental performance of long links in eccentrically braced frames. Journal of Structural Engineering 118 11 (1992) 3067-3088
11. AISC. Seismic provisions for structural steel buildings (2005), American Institute of Steel Construction
12. Dusicka P, Itani AM, Buckle IG. Cyclic behavior of shear links and tower shaft assembly of San Francisco-Oakland Bay bridge tower. Technical report CCEER 02-06. Center for Civil Engineering Earthquake Research; 2002
13. Itani AM. Cyclic behavior of Richmond-San Rafael tower links. Technical report CCEER 97-4. Center for Civil Engineering Earthquake Research; 1997
14. Berman J.W., and Bruneau M. Supplemental system retrofit considerations for braced steel bridge piers. Journal of Earthquake Engineering and Structural Dynamics 34 4-5 (2005) 497-517
15. Berman JW, Bruneau M. Approaches for the seismic retrofit of braced steel bridge piers and proof-of-concept testing of a laterally stable eccentrically braced frame. Technical report MCEER-05-0004. Multidisciplinary Center for Earthquake Engineering Research; 2005
16. Berman JW, Bruneau M. Further development of tubular eccentrically braced frame links for the seismic retrofit of braced steel truss bridge piers. Technical report MCEER-06-0006. Multidisciplinary Center for Earthquake Engineering Research; 2006
17. AISC. Manual of steel construction: Load and resistance factor design. 3rd ed. (2001), American Institute of Steel Construction
18. AISC. Manual of steel construction. 8th ed. (1980), American Institute of Steel Construction, Chicago
19. Lee S, Goel SC. Seismic behavior of hollow and concrete-filled square tubular members. Technical report UMCE 87-11. University of Michigan Department of Civil Engineering; 1987
20. Hassan OF, Goel SC. Modeling of bracing members and seismic behavior of concentrically braced steel structures. Technical report UMCE 91-1, University of Michigan Department of Civil Engineering; 1991
21. Salmon C.G., and Johnson J.E. Steel structures - design and behavior. 4th ed. (1996), HarperCollins College Publishers, New York
22. Bruneau M., Uang C.M., and Whittaker A.S. Ductile design of steel structures (1998), McGraw-Hill, New York
23. Pollino MC, Bruneau M. Seismic retrofit of bridge steel truss piers using a controlled rocking approach. Technical report MCEER-04-0011. Multidisciplinary Center for Earthquake Engineering Research; 2004
24. FEMA. NEHRP recommended provisions for seismic regulations for new buildings and other structures, FEMA 450 (2003), Building Seismic Safety Council for the Federal Emergency Management Agency
25. Naiem F. The seismic design handbook. 2nd ed. (2001), Kluwar Academic Publishers, Boston
26. ASTM. Standard test methods and definitions for mechanical testing of steel products, A370-03a (2003), ASTM International
27. ATC. Guidelines for seismic testing of components of steel structures report-24. Applied Technology Council; 1992
28. Okazaki T., Arce G., Ryu H.C., and Engelhardt M.D. Experimental study of local buckling, overstrength, and fracture of links in eccentrically braced frames. Journal of Structural Engineering-ASCE 131 10 (2005) 1526-1535
29. AISC. Seismic provisions for structural steel buildings (2002), American Institute of Steel Construction
30. Richards P., and Uang C.M. Testing protocol for short links in eccentrically braced frames. Journal of Structural Engineering-ASCE 132 8 (2006) 1183-1191
31. Richards P., and Uang C.M. Effect of flange width-thickness ratio on eccentrically braced frames link cyclic rotation capacity. Journal of Structural Engineering-ASCE 131 10 (2005) 1546-1552
32. HKS. ABAQUS standard user's manual (2001), Hibbitt, Karlsson, and Sorensen, Inc