Dimensionado preliminar basado en rigidez de edificios altos con estructura de acero rigidizados con diagonales concéntricas
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[1] Amador Teran-Gilmore,et al. Displacement-Based Preliminary Design of Tall Buildings Stiffened with a System of Buckling-Restrained Braces , 2011 .
[2] Jerome J. Connor,et al. Diagrid structural systems for tall buildings: characteristics and methodology for preliminary design , 2007 .
[3] Masayoshi Nakashima,et al. Steel Buckling-Restrained Braced Frames , 2004 .
[4] Amador Teran-Gilmore,et al. Comparative seismic performance of steel frames retrofitted with buckling-restrained braces through the application of Force-Based and Displacement-Based approaches , 2011 .
[5] Mehmet Polat Saka,et al. Genetic algorithm based optimum bracing design of non-swaying tall plane frames , 2001 .
[6] Chun Man Chan,et al. An optimal resizing technique for seismic drift design of concrete buildings subjected to response spectrum and time history loadings , 2005 .
[7] Kyoung Sun Moon,et al. Sustainable structural engineering strategies for tall buildings , 2008 .
[8] Hyo Seon Park,et al. Optimal drift design model for multi‐story buildings subjected to dynamic lateral forces , 2003 .
[9] Mjn Priestley,et al. Performance based seismic design , 2000 .
[10] Robert Tremblay,et al. Seismic testing and performance of buckling- restrained bracing systems , 2006 .
[11] Kristina Shea,et al. Structural Topology Optimization of Braced Steel Frameworks Using Genetic Programming , 2006, EG-ICE.
[12] T. T. Soong,et al. Supplemental energy dissipation: state-of-the-art and state-of-the- practice , 2002 .
[13] Akira Wada,et al. Innovative Strategies in Earthquake Engineering , 2004 .
[14] Chee Kyeong Kim,et al. Stiffness-based optimal design of tall steel frameworks subject to lateral loading , 1998 .
[15] Yi Min Xie,et al. Optimal Topology Design of Bracing Systems for Multistory Steel Frames , 2000 .
[16] Amador Teran-Gilmore,et al. Comparative reliability of two 24‐story braced buildings: traditional versus innovative , 2013 .
[17] Hyo Seon Park,et al. Drift design of steel‐frame shear‐wall systems for tall buildings , 2002 .