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14 Assessment of the boundary region stability of special RC walls
Book PartAbstract: In the aftermath of the Chile 2010 and New Zealand 2011 earthquakes, the out-of-plane buckling mechaPalabras claves:Autores:Ana Gabriela Haro-Báez, Chai Y.H., Kowalsky M.J.Fuentes:googlescopusA point of fixity model for pile and shaft bents
ArticleAbstract: Pile bents are often used in bridge foundation systems. These sub-structural elements are constructePalabras claves:Autores:Gabr M., Kowalsky M.J., Robalino P., Robinson B., Vinicio A. SuarezFuentes:scopusA stability-based target displacement for direct displacement-based design of bridge Piers
ArticleAbstract: P-Δ effects can cause instability if they are not properly accounted for during the design of bridgePalabras claves:Bridge Piers, Displacement-Based Design, P-Delta, Pile Bents, seismic designAutores:Kowalsky M.J., M Kowalsky, V Suarez Chacon, Vinicio A. SuarezFuentes:rraaescopusBoundary elements of special reinforced concrete walls tested under different loading paths
ArticleAbstract: Large inelastic tensile strains and wide horizontal cracks primarily caused by in-plane loading, mayPalabras claves:Autores:Ana Gabriela Haro-Báez, Chai Y.H., Kowalsky M.J., Lucier G.W.Fuentes:googlescopusConfiguration optimization of drilled shafts supporting bridge structures: Three case studies
ArticleAbstract: A common approach to estimating the point of fixity is to utilize the results of a single pile laterPalabras claves:Bents, Bridge design, Bridge foundations, Case reports, Drilled shaftsAutores:Gabr M., Kowalsky M.J., Robinson B., V Suarez Chacon, Vinicio A. SuarezFuentes:rraaescopusDisplacement-based seismic design of drilled shaft bents with soil-structure interaction
ArticleAbstract: The Direct Displacement-Based Design method is implemented for performance based seismic engineeringPalabras claves:DDBD, Ductility, Equivalent Damping, soil-structure interactionAutores:Kowalsky M.J., Vinicio A. SuarezFuentes:scopusDirect displacement-based design as an alternative method for seismic design of bridges
Conference ObjectAbstract: This paper reviews the Direct Displacement-Based Design Method for seismic design of bridges and comPalabras claves:Direct displacement-based design method, Displacement-Based Design, Performance-based seismic designAutores:Kowalsky M.J., Vinicio A. SuarezFuentes:scopusExperimental assessment of the out-of-plane stability of ductile RC structural walls
Conference ObjectAbstract: Unexpected behaviors of rectangular reinforced concrete structural walls, reported during the 2010 CPalabras claves:Autores:Ana Gabriela Haro-Báez, Chai Y.H., Kowalsky M.J., Lucier G.W.Fuentes:googlescopusOut-of-plane buckling instability limit state for boundary regions of special RC structural walls
ArticleAbstract: The earthquakes in Chile 2010 and New Zealand 2011 demonstrated the significance of the out-of-planePalabras claves:Boundary elements, Experimental tests, Out-of-plane buckling, RC structural wallsAutores:Ana Gabriela Haro-Báez, Chai Y.H., Kowalsky M.J.Fuentes:googlescopusSimplified lateral analysis of deep foundation supported bridge bents: Driven pile case studies
ArticleAbstract: A simplified approach for modeling soil and foundation system supported bridge bents is applied to tPalabras claves:bridges, design, finite elements, Fixity, LATERAL, LOAD, Model verification, Numerical, Piles, RotationAutores:B. Robinson, Gabr M., Kowalsky M.J., M Kowalsky, M. Gabr, Robinson B., V Suarez Chacon, Vinicio A. SuarezFuentes:rraaescopus