This paper investigates the effects of material properties (mass density, elastic and shear moduli) on dynamic properties of simply-supported CLT floors (natural frequencies, mode shapes and modal mass). Uncertainty quantification analysis has been carried out based on Monte Carlo simulations by varying material properties. Numerical modelling and analysis of the investigated CLT floors has been performed using finite element models in Abaqus CAE. The results show that uncertain mechanical parameters having significant influence on the dynamic properties are mass density, elastic modulus EL, and shear moduli GLT and GRT, where L, T and R denote longitudinal, tangential and radial direction, respectively.
Keywords:
CLT floors / Dynamic properties / Uncertainty quantification / Monte Carlo simulation / Finite element modeling
Source:
XI International Conference on Structural Dynamics EURODYN 2020, 2020, 2, 3519-3526
TY - CONF
AU - Milojević, Marija
AU - Nefovska-Danilović, Marija
AU - Živanović, Stana
AU - Marjanović, Miroslav
PY - 2020
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2090
AB - This paper investigates the effects of material properties (mass density, elastic and shear moduli) on dynamic properties of simply-supported CLT floors (natural frequencies, mode shapes and modal mass). Uncertainty quantification analysis has been carried out based on Monte Carlo simulations by varying material properties. Numerical modelling and analysis of the investigated CLT floors has been performed using finite element models in Abaqus CAE. The results show that uncertain mechanical parameters having significant influence on the dynamic properties are mass density, elastic modulus EL, and shear moduli GLT and GRT, where L, T and R denote longitudinal, tangential and radial direction, respectively.
PB - European Association for Structural Dynamics
C3 - XI International Conference on Structural Dynamics EURODYN 2020
T1 - Effects of mechancal uncertainties on dynamic properties of cross-laminated timber floors
EP - 3526
SP - 3519
VL - 2
ER -
@conference{
author = "Milojević, Marija and Nefovska-Danilović, Marija and Živanović, Stana and Marjanović, Miroslav",
year = "2020",
url = "https://grafar.grf.bg.ac.rs/handle/123456789/2090",
abstract = "This paper investigates the effects of material properties (mass density, elastic and shear moduli) on dynamic properties of simply-supported CLT floors (natural frequencies, mode shapes and modal mass). Uncertainty quantification analysis has been carried out based on Monte Carlo simulations by varying material properties. Numerical modelling and analysis of the investigated CLT floors has been performed using finite element models in Abaqus CAE. The results show that uncertain mechanical parameters having significant influence on the dynamic properties are mass density, elastic modulus EL, and shear moduli GLT and GRT, where L, T and R denote longitudinal, tangential and radial direction, respectively.",
publisher = "European Association for Structural Dynamics",
journal = "XI International Conference on Structural Dynamics EURODYN 2020",
title = "Effects of mechancal uncertainties on dynamic properties of cross-laminated timber floors",
pages = "3526-3519",
volume = "2"
}
Milojević, M., Nefovska-Danilović, M., Živanović, S.,& Marjanović, M. (2020). Effects of mechancal uncertainties on dynamic properties of cross-laminated timber floors.
XI International Conference on Structural Dynamics EURODYN 2020
European Association for Structural Dynamics., 2, 3519-3526.
Milojević M, Nefovska-Danilović M, Živanović S, Marjanović M. Effects of mechancal uncertainties on dynamic properties of cross-laminated timber floors. XI International Conference on Structural Dynamics EURODYN 2020. 2020;2:3519-3526
Milojević Marija, Nefovska-Danilović Marija, Živanović Stana, Marjanović Miroslav, "Effects of mechancal uncertainties on dynamic properties of cross-laminated timber floors" XI International Conference on Structural Dynamics EURODYN 2020, 2 (2020):3519-3526
