Seismic response of complex 3D steel buildings with welded and post-tensioned connections |
Reyes-Salazar, Alfredo
(Facultad de Ingenieria, Universidad Autonoma de Sinaloa, Ciudad Universitaria)
Ruiz, Sonia E. (Instituto de Ingenieria, Universidad Nacional Autonoma de Mexico, Ciudad Universitaria) Bojorquez, Eden (Facultad de Ingenieria, Universidad Autonoma de Sinaloa, Ciudad Universitaria) Bojorquez, Juan (Facultad de Ingenieria, Universidad Autonoma de Sinaloa, Ciudad Universitaria) Llanes-Tizoc, Mario D. (Facultad de Ingenieria, Universidad Autonoma de Sinaloa, Ciudad Universitaria) |
1 | Bojorquez, E., Reyes-Salazar, A., Teran-Gilmore, A. and Ruiz S.E. (2010), "Energy-based damage index for steel structures", Steel Compos. Struct., 10(4), 331-348. DOI |
2 | Carr, A. (2011), "RUAUMOKO", Inelastic Dynamic Analysis Program, University of Cantenbury, Department of Civil Engineering. |
3 | Chen, W.F. and Atsuta, T. (1971), "Interaction equations for biaxially loaded sections", Fritz Laboratory Report (72-9), Paper 284. |
4 | Chou, C.C. and Chen, J.H. (2006), "Evaluating performance of post-tensioned steel connections with strands and reduced flange plates", Earthq. Eng. Struct. Dyn., 35(9), 1167-1185. DOI |
5 | Chou, C.C., Wang, Y.C. and Chen, J.H. (2008), "Seismic design and behavior of post-tensioned steel connections including effects of a composite slab", Eng. Struct., 30(11), 3014-3023. DOI |
6 | Chou, C.C. and Chen, J.H. (2010), "Column restraint in post-tensioned self-centering moment frames", Earthq. Eng. Struct. Dyn., 39(7), 751-774. DOI |
7 | Chou, C.C. and Chen, J.H. (2011), "Analytical model validation and influence of column bases for seismic responses of steel post-tensioned self-centering MRF system", Eng. Struct., 33(9), 2628-2643. DOI |
8 | Chou, C.C. and Chen, J.H. (2011), "Seismic design and shake table test of a steel post-tensioned selfcentering moment frame with a slab accommodating frame expansion", Earthq. Eng. Struct. Dyn., 40(11), 1241-1261. DOI |
9 | Christopoulos, C., Filiatrault, A. and Uang, C.M. (2002), "Self-centering post-tensioned energy dissipating (PTED) steel frames for seismic regions", Technical Report, University of California, 572 pages. |
10 | Federal Emergency Management Agency (2000), "State of the Art Report on Systems Performance of Steel Moment Frames Subjected to Earthquake Ground Shaking", SAC Steel Project, Report 355C. |
11 | Garlock, M., Ricles, J. and Sause, R. (2003), "Cyclic load tests and analysis of bolted top-and-seat angle connections", J. Struct. Eng., ASCE, 129(12), 1615-1625. DOI |
12 | Garlock, M., Ricles, J. and Sause, R. (2005), "Experimental studies on full-scale post tensioned steel connections", J. Struct. Eng., ASCE, 131(3), 438-448. DOI |
13 | Garlock, M., Sause, R. and Ricles, J. (2007), "Behavior and design of post-tensioned steel frames system", J. Struct. Eng., ASCE, 133(3), 389-399. DOI |
14 | Guo, T., Song, L. and Zhang, G. (2011), "Numerical simulation of the seismic behavior of self-centering steel beam-column connections with bottom flange friction devices", Earthq. Eng. Eng. Vib., 10(2), 229-238. DOI |
15 | Kim, H.J. and Christopoulos, C. (2009), "Seismic design procedure and seismic response of post-tensioned self-centering steel frames", Earthq. Eng. Struct. Dyn., 38(3), 355-376. DOI |
16 | Leon, R.T. and Shin, K.J. (1995). "Performance of semi-rigid frames", Proc. Struct. Congress, 1020-1035. |
17 | Lopez-Barraza, A., Ruiz, S.E., Reyes-Salazar, A. and Bojorquez, E. (2013a), "Hysteretic model of steel connections for self-centering frames based on experimental studies of angles", The 2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM 2013), Jeju, South Korea. |
18 | Lopez-Barraza, A., Bojorquez, E., Ruiz, S.E. and Reyes-Salazar, A. (2013b), "Reduction of maximum and residual drifts on post-tensioned steel frames with semi-rigid connections", Adv. Mater. Sci. Eng., 2013. |
19 | Lopez-Barraza, A. (2014), "Diseno sismico de marcos de acero con conexiones semi-rigidas, basado en energia", Ph.D. dissertation, Universidad Nacional Autonoma de Mexico. |
20 | McCormick, J., Aburano, H., Ikenaga, M. and Nakashima, M. (2008), "Permissible residual deformation levels for building structures considering both safety and human elements", 14th Conference on Earthquake Engineering, Beijing, China. |
21 | Nader, M.N. and Astaneh, A. (1991), "Dynamic behavior of flexible, semirigid and rigid steel frames", J. Constr. Steel Res., 18(3), 179-192. DOI |
22 | Reyes-Salazar, A. and Haldar, A. (2000), "Dissipation of energy in steel frames with PR connections", Struct. Eng. Mech., 9(3), 241-256. DOI |
23 | Reyes-Salazar, A. and Haldar, A. (1999), "Nonlinear seismic response of steel structures with semi-rigid and composite connections", J. Constr. Steel Res., 51(1), 37-59. DOI |
24 | Reyes-Salazar, A., Haldar, A. and Romero-Lopez, M.R. (2000), "Force reduction factor for SDOF and MDOF", Joint Specialty Conference on Probabilistic Mechanics and Structural Reliability, ASCE Paper PMC2000-063. |
25 | Reyes-Salazar, A. and Haldar, A. (2001a), "Energy dissipation at PR frames under seismic loading", J. Struct. Eng., ASCE, 127(5), 588-593. DOI |
26 | 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., 1(4), 459-480. DOI |
27 | Richard, R.M. and Abbott, B.J. (1975), "Versatile elastic plastic stress-strain formula", J. Eng. Mech., ASCE, 101(4), 511-515. |
28 | Richard, R.M., PRCONN (1993), "Moment-rotation curves for partially restrained connections", RMR Design Group. |
29 | 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 |
30 | Ricles, J.M., Sause, R., Peng, S.W. and Lu, L.W. (2002), "Experimental evaluation of earthquake resistant post-tensioned steel connections", J. Struct. Eng., ASCE, 128(7), 850-859. DOI |
31 | Rojas, P., Ricles, J.M. and Sause, R. (2005), "Seismic performance of post-tensioned steel moment resisting frames with friction devices", J. Struct. Eng., ASCE, 131(4), 529-540. DOI |
32 | Shen, J. and Astaneh-Asl, A. (2000), "Hysteretic model of bolted-angle connections", J. Constr. Steel Res., 54(3), 317-343. DOI |
33 | Shen, J. and Astaneh-Asl, A. (1999), "Hysteretic behavior of bolted angle connections", J. Constr. Steel Res., 51(3), 201-218. DOI |
34 | Wolski, M., Ricles, J.M. and Sauce, R. (2009), "Experimental study of a self-centering beam-column connection with bottom flange friction device", J. Struct. Eng., ASCE, 135(5), 479-488. DOI |
35 | 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 |
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