Evaluation of the Economic Benefits of using Buckling-Restrained Braces in Hospital Structures Located in Very Soft Soils
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Héctor Guerrero | Amador Teran-Gilmore | Tianjian Ji | Jose Alberto Escobar | J. A. Escobar | T. Ji | A. Terán-Gilmore | H. Guerrero
[1] M. Fardis,et al. Designer's guide to EN 1998-1 and en 1998-5 Eurocode 8: Design of structures for earthquake resistance; general rules, seismic actions, design rules for buildings, foundations and retaining structures/ M.Fardis[et al.] , 2005 .
[2] James M. Ricles,et al. Experimental Evaluation of a Large-Scale Buckling-Restrained Braced Frame , 2007 .
[3] Jack P. Moehle,et al. Seismic Performance Evaluation of Facilities: Methodology and Implementation , 2009 .
[4] M. J. Nigel Priestley,et al. Myths and fallacies in earthquake engineering , 1993 .
[5] Masayoshi Nakashima,et al. Steel Buckling-Restrained Braced Frames , 2004 .
[6] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[7] Shahram Taghavi,et al. Response assessment of nonstructural building elements , 2003 .
[8] Michel Bruneau,et al. Analytical Response and Design of Buildings with Metallic Structural Fuses. I , 2009 .
[9] Jinkoo Kim,et al. Seismic design of low-rise steel frames with buckling-restrained braces , 2004 .
[10] S. K. Singh,et al. Review of the Seismicity of Mexico with Emphasis on the September 1985, Michoacan Earthquakes , 1987 .
[11] Tianjian Ji,et al. EXPERIMENTAL STUDIES OF A STEEL FRAME MODEL WITH AND WITHOUT BUCKLING - RESTRAINED BRACES , 2016 .
[12] R. Mcguire. Seismic Hazard and Risk Analysis , 2004 .
[13] Héctor Guerrero,et al. A method for preliminary seismic design and assessment of low-rise structures protected with buckling-restrained braces , 2016 .
[14] Hector Guerrero Bobadilla,et al. Seismic design and performance of hospital structures equipped with buckling-restrained braces in the lakebed zone of Mexico City , 2016 .
[15] Edén Bojórquez,et al. Residual drift demands in moment‐resisting steel frames subjected to narrow‐band earthquake ground motions , 2013 .
[16] Amador Teran-Gilmore,et al. Comparative reliability of two 24‐story braced buildings: traditional versus innovative , 2013 .
[17] Gian Michele Calvi,et al. Displacement based design of structures , 2008 .
[18] Roberto Meli. Evaluation of Performance of Concrete Buildings Damaged by the September 19, 1985 Mexico Earthquake , 1987 .
[19] Gaetano Della Corte,et al. Development of a Displacement-Based Design Method for Steel Dual Systems With Buckling-Restrained Braces and Moment-Resisting Frames , 2010 .
[20] J. A. Avila,et al. The Mexico Earthquake of September 19, 1985—Analysis of Building Response , 1989 .
[21] Michael A. Cassaro,et al. The Mexico Earthquakes-1985: Factors Involved and Lessons Learned , 1987 .
[22] Miguel P. Romo,et al. The sinking of Mexico City: Its effects on soil properties and seismic response , 2007 .
[23] Michel Bruneau,et al. Experimental Response of Buildings Designed with Metallic Structural Fuses. II , 2009 .
[24] Robert Tremblay,et al. Seismic testing and performance of buckling- restrained bracing systems , 2006 .
[25] Amador Teran-Gilmore,et al. Preliminary Design of Low-Rise Buildings Stiffened with Buckling-Restrained Braces by a Displacement-Based Approach , 2009 .
[26] Amador Teran-Gilmore,et al. Performance-based seismic design of reinforced concrete ductile buildings subjected to large energy demands , 2010 .
[27] Nicos Makris,et al. Component Testing, Seismic Evaluation and Characterization of Buckling-Restrained Braces , 2004 .