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Приказ резултата 11-20 од 397
Numerical modelling of simultaneous overtopping and seepage flows with application to dike breaching
(Journal of Hydraulic Research, 2019)
Hybrid approach for two dimensional damage localization using piezoelectric smart aggregates
(Elsevier Ltd, 2017)
In the paper, a novel approach for damage localization in reinforced concrete plates, based on the computational analysis of piezoelectric smart aggregates, has been presented. The hybrid approach for damage localization ...
Effects of full-height nonstructural partitions on modal properties of two nominally identical building floors
(Canadian Journal of Civil Engineering, 2009)
This paper presents a combined experimental and numerical investigation of the modal properties of two fullscale and nominally identical steel-concrete composite floors. The floors were one above the other in the same fully ...
P10.01: Comparative numerical buckling analysis: Of compressed carbon and stainless steel members at elevated temperatures
(ce/papers, 2017)
Although all metals lose strength and stiffness when they are exposed to fire, the reduction of mechanical properties considerably varies between different metals. In contrast to carbon steel, austenitic stainless steel ...
Closure to “Supercritical flow in circular conduit bends”
(Journal of Hydraulic Research, 2016)
Effects of natural zeolite addition on the properties of lime putty-based rendering mortars
(Elsevier, 2021)
The application of locally available component materials (lime putty and zeolitic rock as pozzolanic admixture) in two types of rendering mortars (designed for inner and outer render layer), was assessed through TG/DTA, ...
Prototype of the 3D Cadastral System Based on a NoSQL Database and a JavaScript Visualization Application
(2019)
3D cadastral systems are more complex than traditional cadastral systems and they require more complex technical solutions and innovative use of developing technologies. Regarding data integrity and data consistency, 3D ...
Vertical Vibrations of Rectangular Flexible Foundation on Viscoelastic Halfspace
(Scientific Journal of Civil Engineering (SJCE), 2019)
This paper presents a novel method, ITM- DSM, for the soil-foundation interaction problems analysis. It is a semi-numerical method based on the coupling of the Integral Transform Method (ITM) and the Dynamic Stiffness ...
Vertical Vibrations of 3D Structure Caused by Moving Load
(Acta Technica Napocensis: Civil Engineering & Architecture, 2012)
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load using substructure approach in the frequency domain. The dynamic system consists of two substructures, the ...