Seismic response of 3D steel buildings with hybrid connections: PRC and FRC |
Reyes-Salazar, Alfredo
(Facultad de Ingenieria, Universidad Autonoma de Sinaloa, Ciudad Universitaria)
Cervantes-Lugo, Jesus Alberto (Facultad de Ingenieria, Universidad Autonoma de Sinaloa, Ciudad Universitaria) Barraza, Arturo Lopez (Facultad de Ingenieria, Universidad Autonoma de Sinaloa, Ciudad Universitaria) Bojorquez, Eden (Facultad de Ingenieria, Universidad Autonoma de Sinaloa, Ciudad Universitaria) Bojorquez, Juan (Facultad de Ingenieria, Universidad Autonoma de Sinaloa, Ciudad Universitaria) |
1 | Reyes-Salazar, A. and Haldar, A. (2001a), "Energy dissipation at PR frames under seismic loading", J. Struct. Eng. ASCE, 127(5), 588-593. DOI |
2 | Reyes-Salazar, A. and Haldar, A. (2001b), "Seismic response and energy dissipation in partially restrained and fully restrained steel frames: An analytical study", Steel Compos. Struct., Int. J., 1(4), 459-480. DOI |
3 | Reyes-Salazar, A., Bojorquez, E., Velazquez-Dimas, J.I., Lopez-Barraza, A. and Rivera-Salas, J.L. (2015), "Ductility and ductility reduction factors for steel buildings considering different structural representations", Bull. Earthq. Eng., 13(6), 1749-1771. DOI |
4 | Rafiee, A., Talatahari, S. and Hadidi, A. (2013), "Optimum design of steel frames with semi-rigid connections using big bang-Big crunch method", Steel Compos. Struct., Int. J., 14(5), 431-451. DOI |
5 | Richard, R.M. and Abbott, B.J. (1975), "Versatile elastic plastic stress-strain formula", ASCE J. Eng. Mech., 101(4), 511-515. |
6 | Richard R.M., PRCONN (1993), "Moment-rotation curves for partially restrained connections", RMR Design Group, Tucson, AZ, USA. |
7 | Ricles, J.M., Sause, R., Garlock, M. and Zhao, C. (2001), "Post-tensioned seismic-resistant connections for steel frames", J. Struct. Eng. ASCE, 127(2), 113-121. DOI |
8 | Sagiroglu, M. and Aydin, A.C. (2015), "Design and analysis of non-linear space frames with Semi-rigid connections", Steel Compos. Struct., Int. J., 18(6), 1405-1421. DOI |
9 | Shen, J. and Astaneh-Asl, A. (1999), "Hysteretic behavior of bolted angle connections", J. Construct. Steel Res., 51(3), 201-218. DOI |
10 | Shen, J. and Astaneh-Asl, A. (2000), "Hysteretic model of bolted-angle connections", J. Construct. Steel Res., 54(3), 317-343. DOI |
11 | Valipour, H.R. and Bradford, M.A. (2013), "Nonlinear P- analysis of steel frames with semi-rigid connections", Steel Compos. Struct., Int. J., 14(1), 1-20. DOI |
12 | Yang, J.G. and Jeon, S.S. (2009), "Analytical model for the initial stiffness and plastic moment capacity of an unstiffened top and seat connection under a shear load", Int. J. Steel Struct., 9(3), 195-205. DOI |
13 | UBC (1997), Structural Engineering Design Provisions; International Conference of Building Officials. |
14 | Bjorhovde, R., Colson, A. and Brozzetti, J. (1990), "Classification system for beam-to-column connections", J. Struct. Eng. ASCE, 116(11), 3059-3076. DOI |
15 | Black, E.F. (2012), "Inelastic parameter estimates for regular steel moment-resisting frame", Eng. Struct., 34, 33-39. DOI |
16 | BOCA (1993), (12th Edition), Building Officials & Code Administration International Inc, National Building Code. |
17 | Bojorquez, E., Reyes-Salazar, A., Teran-Gilmore, A. and Ruiz, S.E. (2010), "Energy-based damage index for steel structures", Steel Compos. Struct., Int. J., 4(10), 331-348. |
18 | Carr, A. (2011) "RUAUMOKO, Inelastic dynamic analysis program", Ph.D. Dissertation; University of Cantenbury, Cantenbury, England. |
19 | Chang, H.Y., Jay Lin, C.C., Lin, K.C. and Chen, J.Y. (2009), "Role of accidental torsion in seismic reliability assessment for steel buildings", Steel Compos. Struct., Int. J., 9(5), 457-471. DOI |
20 | Colson, A. (1991), "Theoretical modeling of semi-rigid connections behavior", J. Construct. Steel Res., 19(3), 213-224. DOI |
21 | Disque, R.O. (1964), "Wind connections with simple framing", Eng. J., AISC 1964, 1(3), 101-103. |
22 | Elnashai, A.S. and Elgazhouli, A.Y. (1994), "Seismic behavior of semi-rigid steel frames", J. Construct. Steel Res., 29(1-3), 149-174. DOI |
23 | Garcia, R., Sullivan, T.J. and Della Corte, G. (2010), "Development of a displacement-based design method for steel frame-RC wall building", J. Earthq. Eng., 14(2), 252-277. DOI |
24 | Elnashai, A.S., Elgazhouli, A.Y. and Denesh Ashtiani, F.A. (1998), "Response of semi-rigid steel frames to cyclic and earthquake loads", J. Struct. Eng. ASCE, 194(8), 857-867. |
25 | El-Salti, M.K. (1992), "Design of frames with partially restrained connections", Ph.D. Dissertation; University of Arizona, Tucson, AZ, USA. |
26 | FEMA (2000), State of the Art Report on Systems Performance of Steel Moment Frames Subjected to Earthquake Ground Shaking; SAC Steel Project, Report FEMA 355C, Federal Emergency Management Agency. |
27 | Gholipour, F.M., Mojtahedi, A. and Nourani, V. (2015), "Effect of semi-rigid connections in improvement of seismic performance of steel moment-resisting frames", Steel Compos. Struct., Int. J., 19(2), 467-484. DOI |
28 | Kishi, N., Chen, W.F., Goto, Y. and Hasan, R. (1996), "Behavior of tall buildings with mixed use of rigid and semi-rigid connections", Comput. Struct., 61(6), 1193-1206. DOI |
29 | Kishi, N., Chen, W.F., Goto, Y. and Matsuoka, K.G. (2003), "Design aid of semi-rigid connections for frame analysis", Eng. J., AISC, 30(3), 90-107. |
30 | Krishnan, S., Ji, C., Komatitsch, D. and Tromp, J. (2006), "Performance of two 18-storey steel momentframe building in Southern California during two large simulated San Andres Earthquakes", Earthq. Spectra, 22(4), 1035-1061. DOI |
31 | Leon, R.T. and Shin, K.J. (1995), "Performance of semi-rigid frames", Am. Beyond, 1020-1035. |
32 | Lee, K. and Foutch, D.A. (2006), "Seismic evaluation of steel moment frames buildings designed using different R-values", J. Struct. Eng. Div., ASCE, 132(9), 1461-1472. DOI |
33 | Nader, M.N. and Astaneh-Asl, A. (1991), "Dynamic behavior of flexible, semi-rigid and rigid frames", J. Construct. Steel Res., 18(3), 179-192. DOI |
34 | Liao, K.W., Wen, Y.K. and Foutch, D.A. (2007), "Evaluation of 3D steel moment frames under earthquake excitations. I: modeling", J. Struct. Eng., ASCE, 133(3), 462-470. DOI |
35 | Liu, J. and Astaneh-Asl, A. (2000), "Cyclic tests on simple connections including effects of the slab", Report SAC/BD-00/03; SAC Joint Venture. |
36 | Lopez-Barraza, A., Ruiz, S.E., Reyes-Salazar, A. and Bojorquez, E. (2016), "Demands and distribution of hysteretic energy in moment resistant self-centering steel frames", Steel Compos. Struct., Int. J., 20(5), 1155-1171. DOI |
37 | Nguyen, P.C. and Kim, S.E. (2013), "Nonlinear elastic dynamic analysis of space steel frames with semirigid connections", J. Construct. Steel Res., 84, 72-81. DOI |
38 | Nguyen, P.C. and Kim, S.E. (2014), "Nonlinear inelastic time-history analysis of three-dimensional semirigid steel frames", J. Construct. Steel Res., 101, 192-206. DOI |
39 | Nguyen, P.C. and Kim, S.E. (2015), "Second-order spread-of-plasticity approach for nonlinear time-history analysis of space semi-rigid steel frames", Finite Elem. Anal. Des., 105, 1-15. DOI |
40 | Reyes-Salazar A. (2002), "Ductility and ductility reduction factors", Struct. Eng. Mech., Int. J., 13(4), 369-385. DOI |
41 | Reyes-Salazar, A. and Haldar, A. (1999), "Nonlinear seismic response of steel structures with semi-rigid and composite connections", J. Construct. Steel Res., 51(1), 37-59. DOI |
42 | Reyes-Salazar, A. and Haldar, A. (2000), "Dissipation of energy in steel frames with PR connections", Struct. Eng. Mech., Int. J., 9(3), 241-256. DOI |