1 |
IBC (2012), International building code, International Code Council, Inc.; USA.
|
2 |
Miranda, E. (1993), "Site dependent strength reduction factor", J. Struct. Eng., ASCE, 119(12), 3503-3519.
DOI
|
3 |
Ozhendekci, D. and Ozhendekci, N. (2008), "Effects of the frame geometry on the weight and inelastic behavior of eccentrically braced chevron steel frames", J. Construct. Steel Res., 64(3), 326-343.
DOI
|
4 |
Priestly, M.J.N., Seible, F. and Clavi, G.M. (1996), Seismic Design and Retrofit of Bridges, John Wiley and Sons, New York, NY, USA.
|
5 |
Rai, D.C., Annam, P.K. and Pradhan, T. (2013), "Seismic testing of steel braced frames with aluminum shear yielding dampers", Eng. Struct., 46, 737-747.
DOI
|
6 |
Saedi Daryan, A., Bahrampoor, H., Ziaei, M., Golafshar, A. and Assareh M.A. (2008), "Seismic behavior of vertical shear link made of easy-going steel", Am. J. Eng. Appl. Sci., 1(4), 368-377.
DOI
|
7 |
Williams, M.S. and Albermani, F. (2003), "Monotonic and cyclic tests on shear diaphragm dissipators for steel frames", Civil Eng. Res. Bulletin, No. 23, pp. 1-34.
|
8 |
Zahrai, S.M. and Bruneau, M. (1999), "Cyclic testing of ductile end diaphragm for slab-on-girder steel bridges", J. Struct. Eng., ASCE, 125(9), 987-996
DOI
|
9 |
Zahrai, S.M. and Moslehi Tabar, A. (2013), "Analytical study on cyclic behavior of chevron braced frames with shear panel system considering post-yield deformation", Can. J. Civil Eng., 40(7), 633-643.
DOI
|
10 |
American Institute of Steel Construction (2010), Seismic provisions for structural steel buildings; AISC Chicago, IL, USA.
|
11 |
Berman, J.W. and Bruneau, M. (2007), "Experimental and analytical investigation of tubular links for eccentrically braced frames", Eng. Struct., 29(8), 1929-1938.
DOI
|
12 |
Boukamp, J.G. and Vetr, M.G. (1994), "Design of eccentrically braced test frame with vertical shear link" Proceeding of the 2nd International Conference on Earthquake Resistant Construction and Design, Berlin, Germany, June.
|
13 |
CSA S16 (2009), Design of steel structures, (Including Update No. 1 (2010), Update No. 2 (2010), Update No. 3 (2013)), Standard published by CSA group; Willowdale, ON, Canada.
|
14 |
De Matteis, G., Formisano, A., Panico, S. and Mazzolani, F.M. (2008), "Numerical and experimental analysis of pure aluminum shear panels with welded stiffeners", Comput. Struct., 86(6), 545-555.
DOI
|
15 |
Engelhardt, M.D. and Popov, E.P. (1992), "Experimental performance of long links in eccentrically braced frames", J. Struct. Eng., 118(11), 3067-3088.
DOI
|
16 |
Fehling, E., Pauli, W. and Bouwkamp, J.G. (1992), "Use of vertical shear Link in eccentrically braced frames", Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, Spain, July.
|
17 |
Hossain, Md.R., Ashraf, M. and Albermani, F. (2009), "Numerical evaluation of yielding shear panel device: A sustainable technique to minimize structural damages due to earthquakes", Universitas 21 International Graduate Research Conference, Melbourne-Brisbane, Australia, November-December, pp. 65-68.
|
18 |
Hossain, Md.R., Ashraf, M. and Albermani, F. (2011), "Numerical modelling of yielding shear panel device for passive energy dissipation", Thin-Wall. Struct., 49(8), 1032-1044.
DOI
|