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Proceedings of the International Conference on Structural Dynamic , EURODYN(5)
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11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy(1)
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An evaluation of the current approaches and recommendations for more rational approaches for assessing the seismic torsional stability of buildings
Conference ObjectAbstract: Building codes for seismic resistant design of building structures generally include requirements foPalabras claves:Accidental torsion, Response history analysis, Response spectrum analysisAutores:Bryam Astudillo, Charney F.A., Francisco Xavier Flores Solano, Sebastián P. PozoFuentes:scopusGravity system energy dissipation contribution in seismic performance of special steel moment frames
Conference ObjectAbstract: The effect of the gravity framing system on the seismic performance of steel frame buildings is an ePalabras claves:Energy dissipation, Gravity System, Special Steel Moment FramesAutores:Bryam Astudillo, Francisco Xavier Flores Solano, Jose Vazquez, Sebastián P. PozoFuentes:scopusEffective Modeling of Special Steel Moment Frames for the Evaluation of Seismically Induced Floor Accelerations
ArticleAbstract: Nonlinear time-history analysis is becoming a standard procedure for evaluating the seismic performaPalabras claves:Autores:Bryam Astudillo, Francisco Xavier Flores Solano, Sebastián P. PozoFuentes:scopusObjective Phenomenological Constitutive Law for Collapse Analyses in Distributed Plasticity Steel-Frame Models
ArticleAbstract: Nonlinear static and dynamic analyses are increasingly being used to evaluate the seismic performancPalabras claves:Autores:Bryam Astudillo, Francisco Xavier Flores Solano, Patricio Xavier Lazo Jara, PAÚL SEBASTIÁN POZO OCAMPO, Sebastián P. PozoFuentes:googlescopusParametric analysis and comparison of models used in the analysis of steel structures
Conference ObjectAbstract: Performance-based seismic engineering has been gaining acceptance in the last decade. This philosophPalabras claves:Collapse assessment, Nonlinear analysis, Performance-based engineeringAutores:Bryam Astudillo, Francisco Xavier Flores Solano, Sebastián P. PozoFuentes:scopusMinimum-thickness method for 2.5D topology optimization applied to structural design
ArticleAbstract: The structural optimization field has been extensively developed in the last few decades, includingPalabras claves:Minimum thickness, Stiffness penalization, Thickness, topology optimizationAutores:Fernando Gómez Sánchez, Golecki T., Juan E. Carrion, Sebastián P. Pozo, Spencer B.F.Fuentes:scopusLevel of Detail Required to Model Special Steel Moment Frames to Evaluate Floor Accelerations in Nonstructural Components
Conference ObjectAbstract: The floor acceleration response of special steel moment frames (SMF) subjected to earthquakes has bePalabras claves:Autores:Bryam Astudillo, David V. Barrera, Francisco Xavier Flores Solano, Ivanna L. Martinez, PAÚL SEBASTIÁN POZO OCAMPO, Ruben A. Jerves, Sebastián P. PozoFuentes:googlescopusSeismic performance of steel moment frames considering the effects of column-base hysteretic behavior and gravity framing system
ArticleAbstract: This paper presents a parametric study conducted on five Steel Moment Frames (SMFs) varying in heighPalabras claves:Autores:Bryam Astudillo, Francisco Xavier Flores Solano, Pablo Torres-Rodas, PAÚL SEBASTIÁN POZO OCAMPO, Sebastián P. PozoFuentes:googlescopusSensitivity of special steel moment frames to the influence of column-base hysteretic behavior including gravity framing system
Conference ObjectAbstract: Special Steel Moment Frames (SMFs) are one of the most common lateral-load resisting systems. HysterPalabras claves:Base Connections, Gravity framing, Probability of Collapse, Steel Moment FrameAutores:Bryam Astudillo, Francisco Xavier Flores Solano, Pablo Torres-Rodas, PAÚL SEBASTIÁN POZO OCAMPO, Sebastián P. PozoFuentes:googlescopusRegularization method to include material softening in fiber beam-column elements for seismic performance assessment of steel frames
Conference ObjectAbstract: Currently, nonlinear analyses are widely used to evaluate the performance of special steel moment frPalabras claves:Distributed plasticity, Fiber, Mesh-dependence, Seismic performanceAutores:Bryam Astudillo, Francisco Xavier Flores Solano, Patricio Xavier Lazo Jara, Sebastián P. PozoFuentes:scopus