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Now showing items 851-860 of 865
Long-Term Thermal Stress Analysis and Optimization of Contraction Joint Distance of Concrete Gravity Dams
(MDPI, 2022)
Results of the conducted research aiming to demonstrate the methodology of optimization of dam monolith length (distance between contraction joints), through monitoring the thermal tensile stresses during construction and ...
Multivariate and multi-scale generator based on non-parametric stochastic algorithms
(Journal of Hydroinformatics, 2019)
A method for generating combined multivariate time series at multiple locations and at different time scales is presented. The procedure is based on three steps: first, the Monte Carlo method generation of data with ...
Use of finite element method for 2D and 3D analyses of tunnelling induced settlements
(Croatian Association of Civil Engineers, 2020)
Results of a series of 3D and 2D analyses of open-face tunnelling in marly-clayey deposits are presented in the paper. A parametric study was performed to investigate the influence of initial stress state, soil deformability, ...
Sharp upper bounds for initial coefficients and second Hankel determinants
(Korean Mathematical Society, 2020)
Metodologija za redukciju urbanih nepropusnih površina analizom infiltracionog potencijala zemljišta / Methodology for the Reduction of Impervious Urban Surfaces by Soil Infiltration Potential Analysis
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2022)
Dinamičan razvoj urbanih sadržaja značajno smanjuje raspoložive prirodne infiltracione površine. Da se ovaj trend smanji, a po mogućnosti i usmjeri u obrnutom pravcu, tendencija je primjene obrasca održivog, integralnog ...
ECO2 framework assessment of limestone powder concrete slabs and columns
(Elsevier, 2022)
Producing limestone powder requires comparably far less energy than the production of ordinary
Portland cement (OPC), making it a promising sustainable solution for partial replacement of OPC
in concrete. Lower production ...
3D analysis of tunnel lining - rock mass interaction, I: Numerical modelling / 3D analiza interakcije tunelske obloge i stenske mase, I - numeričko modeliranje
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2004)
In the analysis of tunnel lining - rock mass interaction, it is essential to consider partial stress release at the tunnel face, i.e. deformation of the tunnel walling that occurs before the application of the lining. ...
On the initial coefficients for certain class of functions analytic in the unit disc
(Rocky Mountain Mathematics Consortium, 2020)
The estimation of the difference of initial succesive coefficients of univalent functions
(Element d.o.o., 2019)
New results for a class of univalent functions
(Springer, 2019)