References
- AISC (2010), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL.
-
Amara, F., Bosco, M., Marino, E.M. and Rossi, P.P. (2014), "An accurate strength amplification factor for the design of SDOF systems with P-
$\Delta$ effects", Earthq. Eng. Struct. Dyn., 43(4), 589-611. https://doi.org/10.1002/eqe.2361 - ASCE/SEI (2010), Minimum design loads for buildings and other structures, ASCE 7-10, American Society of Civil Engineers/Structural Engineering Institute, Reston, VA.
- Badalassi, M., Braconi, A., Caprili, S. and Salvatore, W. (2013), "Influence of steel mechanical properties on EBF seismic behavior", Bull. Earthq. Eng., 11(6), 2249-2285. https://doi.org/10.1007/s10518-013-9498-4
-
Bernal, D. (1987), "Amplification factors for inelastic dynamic P-
$\Delta$ effects in earthquake analysis", Earthq. Eng. Struct. Dyn., 15(5), 635-651. https://doi.org/10.1002/eqe.4290150508 - Bosco, M. and Rossi, P.P. (2009), "Seismic behaviour of eccentrically braced frames", Eng. Struct., 31(3), 664-674. https://doi.org/10.1016/j.engstruct.2008.11.002
- Bosco, M. and Rossi, P.P. (2013a), "A design procedure for dual eccentrically braced systems: theoretical formulation", J. Constr. Steel Res., 80, 440-452. https://doi.org/10.1016/j.jcsr.2012.09.019
- Bosco, M. and Rossi, P.P. (2013b), "A design procedure for dual eccentrically braced systems: numerical investigation", J. Constr. Steel Res., 80, 453-464. https://doi.org/10.1016/j.jcsr.2012.08.003
- Bosco, M. and Marino, E.M. (2013), "Design method and behavior factor for steel frames with buckling restrained braces", Earthq. Eng. Struct. Dyn., 42(8), 1243-1263. https://doi.org/10.1002/eqe.2269
- Bosco, M., Marino, E.M. and Rossi, P.P. (2014), "Proposal of modifications to the design provisions of Eurocode 8 for buildings with split K eccentric braces", Eng. Struct., 61, 209-223. https://doi.org/10.1016/j.engstruct.2013.07.022
- Chao, S.H., Khandelwal, K. and El-Tawil, S. (2006), "Ductile web fracture initiation in steel shear links", J. Struct. Eng., ASCE, 132(8), 1192-1200. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:8(1192)
- Decreto Ministeriale 14 gennaio (2008), Nuove norme tecniche per le costruzioni, Exeo edizioni. (in Italian)
- Della Corte, G., D'Aniello, M. and Mazzolani, F.M. (2007), "Inelastic response of shear links with axial restraints: numerical vs analytical results", Proceeding of the 5th International conference on Advances in Steel Struct., ICASS, 3, 651-656.
- Della Corte, G., D'Aniello, M. and Landolfo, R. (2013), "Analytical and numerical study of plastic overstrength of shear links", J. Constr. Steel Res., 82, 19-32. https://doi.org/10.1016/j.jcsr.2012.11.013
- Dusicka, P., Itani, A.M. and Buckle, I.G. (2010), "Cyclic behavior of shear links of various grades of plate steel", J. Struct. Eng., ASCE, 136(4), 370-378. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000131
- ECCS (1991), European Recommendations for Steel Structures in Seismic Zones, European Convention for Constructional Steelwork, Technical Committee, TWG 1.3 - Seismic Design, No. 54.
- ECCS (1994), Manual on Design of Steel Structures in Seismic Zones, European Convention for Constructional Steelwork, Technical Committee, TC 13 - Seismic Design, No. 76.
- Elghazouli, A.Y. (2007), "Seismic design of steel structures to Eurocode 8", Struct. Eng., 85(12), 26-31.
- Elghazouli, A.Y. (2010), "Assessment of European seismic design procedures", Bull. Earthq. Eng., 8(1), 65-89. https://doi.org/10.1007/s10518-009-9125-6
- Engelhardt, M.D. and Popov, E.P. (1989a), "Behavior of long links in eccentrically braced frames", Earthquake Engineering Research Center, Report No. UCB/EERC-89/01, University of California, Berkeley.
- Engelhardt, M.D. and Popov, E.P. (1989b), "On design of eccentrically braced frames", Earthq. Spectra, 5(3), 495-511. https://doi.org/10.1193/1.1585537
- Eurocode 3 (2003), Design of steel structures - Part 1-1: General rules and rules for buildings, UNI prEN 1993.
- Eurocode 8 (2003), Design of structures for earthquake resistance, European Committee for Standardisation, prEN 1998-1-1/2/3.
- Eurocode 8 (2005), Design of structures for earthquake resistance, Part 3: Assessment and retrofitting of buildings, European Committee for Standardisation, EN 1998-3.
- FEMA 450 (2003), NEHRP recommended provisions for seismic regulations for new buildings and other structures, Building Seismic Safety Council- National Institute of Building Sciences, Washington, D.C.
- Fenwick, R.C, Davidson, B.J. and Chung, B.T. (1992), "P-delta actions in seismic resistant structures", Bull. NZ. Natl. Soc. Earthq. Eng., 25(1), 56-72.
- Foutch, D.A. (1989), "Seismic behaviour of eccentrically braced steel building", J. Struct. Eng., ASCE, 115(8), 1857-1876. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:8(1857)
- Hjelmstad, K.D. and Popov, E.P. (1984), "Characteristics of eccentrically braced frames", J. Struct. Eng., ASCE, 110(2), 340-353. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:2(340)
- Humar, J., Mahgoub, M. and Ghorbanie-Asl, M. (2006), "Effect of second-order forces on seismic response", Can. J. Civ. Eng., 33(6), 692-706. https://doi.org/10.1139/l05-119
- Itani, A.M., Lanaud, C. and Dusicka, P. (2003), "Analytical evaluation of built-up shear links under large deformations", Comput. Struct., 81(8), 681-696. https://doi.org/10.1016/S0045-7949(03)00006-3
- Kasai, K. and Popov, E.P. (1986a), "General behavior of WF steel shear link beams", J. Struct. Eng., ASCE, 112(2), 362-382. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:2(362)
- Kasai, K. and Popov, E.P. (1986b), "Cyclic web buckling control for shear link beams", J. Struct. Eng., ASCE, 112(3), 505-521. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:3(505)
- Kasai, K. and Popov, E.P. (1986c), "A study of seismically resistant eccentrically braced steel frames systems", Report No. UCB/EERC-86/01, Earthquake Engineering Research Center, University of California, Berkeley.
- Kasai, K. and Han, X. (1997), "New EBF design method and application: redesign and analysis of US-Japan EBF", Proceedings of the International Workshop and Seminar on Behaviour of Steel Structures in Seismic Areas, Kyoto, Japan.
- Lu, L.W., Ricles, J.M. and Kasai K. (1997), "Global performance: general report", Proceedings of the International Workshop and Seminar on Behaviour of Steel Structures in Seismic Areas, Kyoto, Japan.
-
MacRae, G.A. (1994), "P-
$\Delta$ effects on single-degree-of-freedom structures in earthquakes", Earthq. Spectra, 10(3), 539-568. https://doi.org/10.1193/1.1585788 - Malley, J.O. and Popov, E.P. (1983), "Design consideration for shear links in eccentrically braced frames", Report No. UCB/EERC-83/24, Earthquake Engineering Research Center, University of California, Berkeley.
- Malley, J.O. and Popov, E.P. (1984), "Shear links in eccentrically braced frames", J. Struct. Eng., ASCE, 110(9), 2275-2295. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:9(2275)
- Marino, E.M., Nakashima, M. and Mosalam, K.M. (2005), "Comparison of European and Japanese seismic design of steel building structures", Eng. Struct., 27(6), 827-840. https://doi.org/10.1016/j.engstruct.2005.01.004
- Marino, E.M. (2014), "A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8", Earthq. Eng. Struct. Dyn., 43(1), 97-118. https://doi.org/10.1002/eqe.2334
- Mastandrea, L., Montuori, R. and Piluso, V. (2001), "Comparative analysis of different design procedures for seismic resistant EF-frames", Proceedings of the XVIII Congress CTA, Venice, Italy.
- Mazzolani, F.M., Della Corte, G. and D'Aniello, M. (2009a), "Experimental analysis of steel dissipative bracing systems for seismic upgrading", J. Civ. Eng. Manage., 15(1), 7-19. https://doi.org/10.3846/1392-3730.2009.15.7-19
- Mazzolani, F., Landolfo, R. and Della Corte, G. (2009b), "Eurocode 8 provisions for steel and steel-concrete Composite structures: comments, critiques, improvement proposals and research needs", Proccedings of the Eurocode 8 Perspectives from the Italian Standpoint Workshop, Naples, Italy.
- McDaniel, C., Uang, M.C. and Seible, F. (2003), "Cyclic testing of built-up steel shear links for the New Bay Bridge", J. Struct. Eng., ASCE, 129(6), 801-809. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:6(801)
- Okazaki, T., Engelhardt, M.D., Nakashima, M. and Suita, K. (2006a), "Experimental performance of link-tocolumn connections in eccentrically braced frames", J. Struct. Eng., ASCE, 132(8), 1201-1211. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:8(1201)
- Okazaki, T., Arce, G., Ryu, H.C. and Engelhardt, M.D. (2006b), "Experimental study of local buckling, overstrength and fracture of links in eccentrically braced frames", J. Struct. Eng., ASCE, 131(10), 1526-1535.
- Okazaki, T. and Engelhardt, M.D. (2007), "Cyclic loading behavior of EBF links constructed of ASTM A992 steel", J. Constr. Steel Res., 63(6), 751-765. https://doi.org/10.1016/j.jcsr.2006.08.004
- Okazaki, T., Engelhardt, M.D., Drolias, A., Schell, E., Honge, J.K. and Uang, C.M. (2009), "Experimental investigation of link-to-column connections in eccentrically braced frames", J. Constr. Steel Res., 65(7), 1401-1412. https://doi.org/10.1016/j.jcsr.2009.02.003
- Panchia, N.M.B. (1989), "Influence of P-delta effects on an inelastic single degree of freedom systems", Master of Engineering Report, Department of Civil Engineering, University of Auckland.
- Peres, R. and Castro, J.M. (2010), "Comparison of European and American approaches for consideration of P-Delta effects in seismic design", Proceedings of the 14th European Conference on Earthquake Engineering, Ohrid.
-
Peres, R. (2010), "Comparison of European and American approaches for consideration of P-
$\Delta$ effects in seismic design", MSc., Dissertation, ROSE School, Pavia, Italy. - Perretti, A. (1999), "Comportamento sismico di telai in acciaio con controventi eccentrici", Ph.D., Dissertation, University of Naples, Italy. (in Italian)
- Popov, E.P., Ricles, J.M. and Kasai, K. (1992), "Methodology for optimum EBF link design", Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, Spain.
- Ramadan, T. and Ghobarah, A. (1995), "Analytical model for shear-link behavior", J. Struct. Eng., 121(11), 1574-1580. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:11(1574)
- Richards, P. and Uang, C.M. (2002), "Evaluation of rotation capacity and overstrength of links in eccentrically braced frames", Report No. SSRP-2002/18, Structural Systems research Project, Department of Structural Engineering, University of California, San Diego.
- Richards, P.W. and Uang, C.M. (2005), "Effect of flange width-thickness ratio on eccentrically braced frames link cyclic rotation capacity", J. Struct. Eng., ASCE, 131(10), 1546-1552. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:10(1546)
- Ricles, J.M. and Popov, E.P. (1989), "Composite action in eccentrically braced steel frames", J. Struct. Eng., ASCE, 115(8), 2046-2066. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:8(2046)
- Roeder, C.W. and Popov, E.P. (1978), "Eccentrically braced steel frames for earthquakes", J. Struct. Div., ASCE, 104(ST3), 391-412.
- Rossi, P.P. and Lombardo, A. (2007), "Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames", J. Constr. Steel Res., 63(11), 1529-1545. https://doi.org/10.1016/j.jcsr.2007.01.006
- Rossi, P.P. (2007), "A design procedure for tied braced frames", Earthq. Eng. Struct. Dyn., 36(14), 2227-2248. https://doi.org/10.1002/eqe.734
- Tremblay, R., Duval, C. and Leger, P. (1998), "Effects of viscous damping models, hysteretic models and ground motion characteristics on seismic P-Delta strength amplification factors", Stabil. Ductil. Steel Struct., Eds. T. Usami and Y. Itoh, Elsevier, Oxford, UK.
- Villani, A. (2009), "Critical assessment of seismic design procedures for steel MRF", MSc., Dissertation, ROSE School, Pavia, Italy.
- Whittaker, A.S., Uang, C.M. and Bertero, V.V. (1987), "Earthquake simulation tests and associated studies of a 0.3-scale model of a six-story eccentrically braced steel structure", Report No. UCB/EERC-87/02, Earthquake Engineering Research Center, University of California, Berkeley.
- Whittaker, A.S., Uang, C.M. and Bertero, V.V. (1988), "An experimental study of the behaviour of dual steel systems", Report No. UCB/EERC-88/14, Earthquake Engineering Research Center, University of California, Berkeley.
- Xie, Q. (2005), "State of the art of buckling-restrained braces in Asia", J. Constr. Steel Res., 61(6), 727-748. https://doi.org/10.1016/j.jcsr.2004.11.005
- Zona, A., Ragni, L. and Dall'Asta, A. (2012), "Sensitivity-based study of the influence of brace overstrength distributions on the seismic response of steel frames with BRBs", Eng. Struct., 37, 179-192. https://doi.org/10.1016/j.engstruct.2011.12.026
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