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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:scopusParametric 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:scopusSensitivity 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