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Приказ резултата 71-80 од 112
Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space
(7th International Congress of Serbian Society of Mechanics, 2019)
This paper deals with the analysis of the dynamic response of the flexible strip foundation resting on the surface of the soil. Plane strain steady state analysis is considered. The cross section of the foundation behaves ...
Dinamička krutost pravougaonog temelja
(13. Kongres Društva građevinskih konstruktera Srbije - DGKS, 2010)
U dinamiþkoj analizi interakcije tla i objekta u frekventnom domenu, primenom metode podstruktura, uticaj tla se zamenjuje dinamiþkom matricom krutosti. Elementi te matrice su kompleksne, frekventno zavisne funkcije, koje ...
Primjena Metoda integralne transformacije (ITM) za određivanje pomijeranja i napona u tlu usled harmonijskog opterećenja
(2010)
Циљ овог рада је приказ Метода интегралне трансформације (ITM – Integral
Transform Method) , његових особина и примјене код испитивања понашања тла при
динамичком оптерећењу . ITM се заснива на решавању Lame - ових ...
Free vibrations of laminated composite shells using the rotation-free plate elements based on Reddy's layerwise discontinuous displacement model
(Elsevier Ltd, 2016)
The goal of this paper is to develop a computational model for the free vibration analysis of laminated composite shells with embedded delaminations. Laminated composite shells of different shape are modeled using the ...
Prediction of Traffic Induced Building Vibrations Using Transfer Functions
(15th International Symposium of MASE, 2013)
Examination of the experience of biomorphic form materialized in urban design model
(Springer Verlag, 2019)
This research provides initial examination of the impact that biomorphic forms, implemented in public space as urban design model, has on its potential users. The methods, which were included in this research, was modeling ...
Research of long-term behaviour of non-prestressed precast concrete beams made continuous
(Elsevier BV, 2014)
Despite the extensive analytical and numerical research carried out in the last two decades on the long-term behaviour of continuous concrete beams composed of precast units, only limited number of experimental data is ...
Long-term behavior of composite concrete girders made continuous
(Precast Prestressed Concrete Institute, 2010)
Time-dependent effects play an important role in the design process of concrete structures. In order to predict time-dependant effects in concrete structures, engineers need reliable data for creep and shrinkage properties ...
Wind energy potential above a high-rise building influenced by neighboring buildings: An experimental investigation
(Elsevier, 2018)
It is believed that the local topology has a significant effect on the wind flow pattern, wind velocity and turbulence intensity of the flow above the roof of buildings and thus is significantly influencing wind harvesting ...
Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions
(American Society of Civil Engineers (ASCE), 2017)
In this paper the influence of bimoment, induced by external axial loads, on the global buckling of thin-walled Z-section beams, subjected to different boundary conditions, is studied. Since bimoment varies along the beam ...