Review of design parameters of concentrically braced frames with rhs shape braces

Journal of Earthquake Engineering

Volumn 13, Issue 1 SUPPL. 1, 2009, Pages 109-131

  Wijesundara, K K ^a   Bolognini, D ^b   Nascimbene, R ^b   Calvi, G M ^b  

^a SCUOLA UNIVERSITARIA SUPERIORE IUSS PAVIA   (Italy)

^b European Centre for Training and Research in Earthquake Engineering (EUCENTRE)   (Italy)

Author keywords

Effective Length; Inelastic Buckling Resistance Load; Out of Plane Brace Deformation; Reduced Compression Resistance

Indexed keywords

BUCKLING; DEFORMATION;

COMPRESSION RESISTANCE; CONCENTRICALLY BRACED FRAMES; EARTHQUAKE LOADINGS; EFFECTIVE LENGTH; INELASTIC BUCKLING; OUT-OF PLANE; RADIUS OF GYRATION; RECTANGULAR HOLLOW SECTIONS;

STRUCTURAL FRAMES;

EID: 70349277004     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460902813331     Document Type: Article

References (21)

1. American Institute of Steel Constructions (AISC) [1997] "Seismic provisions for structural steel buildings," Chicago.
2. Archambault, M.-H, Tremblay, R., and Filiatrault, A. [1995] "E ́ tude du comportement se ́ismique des contreventements ductiles en X avec profile ́s tubulaires en acier," Rapport no. EPM/GCS 1995-2009, De ́partement de ge ́nie civil, E ́ cole Polytechnique, Montreal, Canada.
3. Building Center of Japan (BCJ) [1997] "Structural provisions for building structures," Tokyo.
4. Black, R. G., Wenger, W. A. B., and Popov, E. P. [1980] "Inelastic buckling of steel struts under cyclic load reversals," Report no. UCB/EERC-80/40, Earthquake Engineering Research Center, University of California, Berkeley.
5. Bruneau, M., Uang, C. M., and Whittaker, A. [1998] Ductile design of steel structures, McGraw-Hill, New York.
6. Canadian Standard Association (CSA) [1994] "Limit state design of structures," CAN/CSA-S16. 1-M94, Rexdale, Ontario, Canada.
7. CEN [2003] "ENV 1993-1-1, Eurocode 3: Design of steel structures - Part 1.1: General rules and rules for buildings," European Committee for Standardisation, Brussels.
8. CEN [2003] "EN 1998-2001, Eurocode 8: Design provisions for earthquake resistance of structures, Part 1: General rules, seismic actions and rules for buildings," European Committee for Standardisation, Brussels.
9. Hellesland, J. [2007] "Mechanics and effective length of columns with positive and negative end restraints," Engineering Structures 29, 3464-3474.
10. Hellesland, J., and Bjorhovde, R. [1996] "Improved frame stability analysis with effective lengths," Journal of Structural Engineering ASCE 122(11), 1275-1283
11. Kangmin, L. and Bruneau, M. [2005] "Energy dissipation of compression members in concentrically braced frame," Journal of Structural Engineering ASCE 131(4), 552-559.
12. Lee, S. and Goel, S. C. [1987] "Seismic behavior of hollow and concrete-filled square tubular bracing members," Research Report UMCE 87-111, Department of Civil Engineering, University of Michigan.
13. OpenSees: Open System for Earthquake Engineering Simulation, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.
14. Remennikov, A. M. and Walpole, W. R. [1997] "Analytical prediction of seismic behaviour of concentrically braced steel systems," Earthquake Engineering and Structural Dynamics 26, 859-874.
15. Shaback, J. B. [2001] "Behaviour of square HSS braces with end connections under reversed cyclic axial loading" Thesis submitted in partial fulfilment of the requirements for the degree Master of Science, Department of Civil Engineering, University of Calgary, Calgary, Canada.
16. Tremblay, R. Timler, P. Bruneau, M., and Filiatrault, A. [1995] "Performance of steel structures during the January 17, 1994 Northridge earthquake," Canadian Journal of Civil Engineering 22, 338-360.
17. Tremblay, R., Bruneau, M., Nakashima, M., Prion, H. G. L., Filiatrault, A., and DeVall, R. [1996] "Seismic design of steel buildings: lessons from the 1995 Hyogo-ken Nanbu earthquake," Canadian Journal of Civil Engineering 23(3), 727-756.
18. Tremblay, R. [2002] "Inelastic seismic response of steel bracing members," Journal of Constructional Steel Research 58, 665-701.
19. Uriz, P. and Filippou F. C., and Mahin, S. A. [2008] "Model for cyclic inelastic buckling for steel member," Journal of Structural Engineering ASCE 134(4) 619-628.
20. Walpole, W. R. [1996] "Behaviour of cold-formed steel RHS members under cyclic loading," Research Report 96-104, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand.
21. Whitmore, R. E. [1952] "Experimental investigation of stresses in gusset plates," Bulletin No. 16, Engineering Experiment Station, University of Tennessee, Knoxville, May.