Mostrando 5 resultados de: 5
Publisher
Journal of Constructional Steel Research(2)
Earthquake Spectra(1)
Engineering Structures(1)
Structures Congress 2015 - Proceedings of the 2015 Structures Congress(1)
Assessment 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:googlescopusCyclic behavior and design methodology of exposed base plates with extended anchor bolts
ArticleAbstract: This paper investigates the behavior of a ductile detail of exposed base plates. This detail consistPalabras claves:Column base connection, Exposed base plate, Extended anchor boltsAutores:Lopez-Garcia D., Medalla M., Pablo Torres-Rodas, Zareian F.Fuentes:googlescopusFloor 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: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