Mostrando 10 resultados de: 18
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Proceedings of the International Conference on Structural Dynamic , EURODYN(5)
11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy(2)
Journal of Constructional Steel Research(2)
Journal of Structural Engineering (United States)(2)
Earthquake Spectra(1)
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Ingeniería civil(17)
Materiales y fines específicos(14)
Ingeniería y operaciones afines(5)
Materiales y estructura arquitectónica(5)
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Ingeniería estructural(8)
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Sismología(2)
Extended N-arylsulfonylindoles as 5-HT<inf>6</inf> receptor antagonists: Design, synthesis & biological evaluation
ArticleAbstract: Based on a known pharmacophore model for 5-HT6 receptor antagonists, a series of novel extended deriPalabras claves:5-HT receptor antagonists 6, Arylpiperazines, Arylsulfonylindole, Binding affinityAutores:Almendras S., Francisco Xavier Flores Solano, Hebel D., Lagos C.F., Mella-Raipán J., Montecinos R., Pessoa-Mahana C.D., Recabarren-Gajardo G., Valle-Corvalán G., Vera G.Fuentes: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:scopusAn 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:scopusAssessment of floor accelerations in special steel moment frames
ArticleAbstract: The floor acceleration response of Special Steel Moment Frames subjected to earthquakes is evaluatedPalabras claves:Floor acceleration, Floor response spectra, Inelastic behavior, Seismic response, Special Steel Moment FramesAutores:Charney F.A., Francisco Xavier Flores Solano, Lopez-Garcia D.Fuentes:googlescopusGravity 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:scopusFloor accelerations in buildings having different structural systems
Conference ObjectAbstract: The default procedure indicated by the current seismic design code in the United States (ASCE 7-10)Palabras claves:Autores:Charney F.A., Francisco Xavier Flores Solano, Lopez-Garcia D.Fuentes:googlescopusLevel 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:googlescopusObjective 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, Esteban Patricio Samaniego Alvarado, Francisco Xavier Flores Solano, PAÚL SEBASTIÁN POZO OCAMPO, Sebastián P. PozoFuentes:googlescopusThe influence of accidental torsion on the inelastic dynamic response of buildings during earthquakes
ArticleAbstract: Nonlinear dynamic analysis is becoming an accepted procedure to assess the performance of building sPalabras claves:Autores:Charney F.A., Francisco Xavier Flores Solano, Lopez-Garcia D.Fuentes:googlescopusThe influence of gravity column continuity on the seismic performance of special steel moment frame structures
ArticleAbstract: This paper investigates the influence of the stiffness and strength of gravity columns on the collapPalabras claves:Collapse probability, Column splices, Continuous stiffness, Gravity columns, Gravity framing, Seismic performance, Steel special moment framesAutores:Charney F.A., Francisco Xavier Flores Solano, Lopez-Garcia D.Fuentes:googlerraaescopus