Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/33156
DC FieldValueLanguage
dc.contributor.advisorMarkou, George-
dc.contributor.advisorAlHamaydeh, Mohammad-
dc.contributor.authorSaadi, Dina-
dc.date.accessioned2024-11-06T07:19:49Z-
dc.date.available2024-11-06T07:19:49Z-
dc.date.issued2018-09-01-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/33156-
dc.description.abstractSupport condition is a crucial input to any structural model which influences the system’s behavior. Soil-structure interaction (SSI) evaluates system’s response while accounting for the soil as the base. Unlike the conventional rigid support condition, SSI takes into account soil characteristics that determine its strength and flexibility. Systems that consider SSI are called flexible base systems, while systems that use full fixity restrains are called fixed base systems. This research will analyze flexible base systems under variable parameters. These parameters are related to the soil and to the structure. Soil parameters include shear wave velocity, shear modulus, bearing capacity and stiffness. Structure parameters include number of stories, seismicity design levels, and reinforcement detailing. The structure that is going to be analyzed is a multi-story concrete structure with shear walls and gravity columns. Soil medium as well as foundations is going to be modeled to capture SSI effects. 3D finite element modeling is to be performed along with nonlinear pseudo-static analysis. Shear walls, foundations, and soil medium are to be modeled using 3D brick element to accurately capture the system behavior. After validating the modeling technique, models with different variables are going to be compared in terms of stresses, strains, moments, drifts, base shears and damage levels.en_US
dc.language.isoenen_US
dc.rightsAttribution-NoDerivatives 4.0 Internationalen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/*
dc.subjectSoil Structure Interactionen_US
dc.subjectReinforced Concreteen_US
dc.subjectCyclic Loadingen_US
dc.subjectNonlinear Modelingen_US
dc.subjectShear Wallsen_US
dc.subjectSeismic Assessmenten_US
dc.titleNonlinear FEA of Soil-Structure-Interaction Effects on RC Shear-Wall Structuresen_US
dc.typeMSc Thesisen_US
dc.affiliationAmerican University of Sharjahen_US
dc.description.statusCompleteden_US
cut.common.academicyear2018-2019en_US
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_bdcc-
item.cerifentitytypePublications-
item.openairetypemasterThesis-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-6891-7064-
crisitem.author.orcid0000-0002-5004-0778-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Μεταπτυχιακές Εργασίες/ Master's thesis
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