Simplified approach to modeling non-linear behavior of typical chilean reinforced concrete shear walls

dc.date.accessioned2020-03-11T20:30:11Z
dc.date.accessioned2022-10-18T22:48:34Z
dc.date.available2020-03-11T20:30:11Z
dc.date.available2022-10-18T22:48:34Z
dc.date.created2020-03-11T20:30:11Z
dc.date.issued2017
dc.identifierhttp://hdl.handle.net/10533/239035
dc.identifier15110017
dc.identifierNO ISI
dc.identifierno scielo
dc.identifiers/i
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4470374
dc.description.abstractIn this study, a simple shear model is developed that can be used with the Multiple-Vertical-Line-Element-Model (MVLEM) to represent a shear wall in a reinforced concrete (RC) building. The MVLEM considers the inelastic axial and flexural responses of the
dc.languageeng
dc.relationhttps://www.researchgate.net/publication/321807850_Simplified_Approach_to_Modeling_Non-linear_Behavior_of_Typical_Chilean_Reinforced_Concrete_Shear_Walls
dc.relationNO ISI
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Chile
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.titleSimplified approach to modeling non-linear behavior of typical chilean reinforced concrete shear walls
dc.typeArticulo


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