in this thesis the behavior of a conventionally reinforced concrete coupling beam has been numerically investigated. The results of the numerical simulation have been compared to the experimental observations. In order to verify the validation of the numerical techniques, a few bench mark tests have been modeled. The sensitivity of the simulation to various variables has been assessed.
Finite element modeling of a coupling beam retrofitted with HPFRCC materials
POUYAEI, FARHANG
2012/2013
Abstract
in this thesis the behavior of a conventionally reinforced concrete coupling beam has been numerically investigated. The results of the numerical simulation have been compared to the experimental observations. In order to verify the validation of the numerical techniques, a few bench mark tests have been modeled. The sensitivity of the simulation to various variables has been assessed.File allegati
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Farhang Pouyaei-Finite Element Modeling of a Coupling Beam Retrofitted with HPFRCC Materials.pdf
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Utilizza questo identificativo per citare o creare un link a questo documento:
https://hdl.handle.net/10589/86162