Faculty of Civil Engineering
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Item type:Publication, Прифатливи корелации помеѓу теренски и лабораториски испитувања на хидројаловишен песок(2019) - Some of the metrics are blocked by yourconsent settings
Item type:Publication, Small-scale physical modelling of slope failures in sands(University for Business and Technology, 2018-10-27); Josifovski, J.This paper deals with small-scale physical and numerical calculation of slope stability. The aim is to define the critical slope angle at which failure occurs. The slope is constructed from material used in tailings dam construction. Many laboratory tests have been made to determine the physical and mechanical properties of the soil. The analyzed results show that the material is classified as silty sand. The first physical model refers to infinite slope with 45° slope angle under loaded conditions which represent an upslope extension. The second model wasn’t subjected to an external load, but raised upward to increase the slope angle until failure. The results show that the first slope fails when 13 kPa external load was applied. In the second case the failure occurs for 62° slope angle. A shallow slope failure occurs in both cases. To better understand the slope failure mechanism in such materials and to obtain more objective and reliable soil parameters for further investigation, a beck analysis method was used. - Some of the metrics are blocked by yourconsent settings
Item type:Publication, Experimental and numerical analysis to determine the uplift capacity of piles in gravels(Wiley, 2018-06); <jats:title>Abstract</jats:title><jats:p>This paper describes the process of testing and design of tension piles as fundaments of air‐supported structures for sports facilities. Two piles with different ratio between diameter and length are tested on axial static tensile load for designing purposes. The results are later compared with FEM numerical model. The obtained ultimate uplift capacity from site experiments is confirmed with the numerical model. The results from the numerical analysis regarding the shear and normal interface stresses are used to determine the soil‐pile friction angle δ. At the end, artificial neural networks were used to predict the uplift bearing capacity of piles with different geometry and soil conditions.</jats:p> - Some of the metrics are blocked by yourconsent settings
Item type:Publication, Quasi-Asymptotically Almost periodic vector-valued generalized functions(2019)M. Kostić, S. Pilipović, D. Velinov - Some of the metrics are blocked by yourconsent settings
Item type:Publication, Overcoming the Coincidence Effect of a Single Panel by Introducing and Tuning Locally Resonant Structures(Institute of Noise Control Engineering, 2019-06) - Some of the metrics are blocked by yourconsent settings
Item type:Publication, Design of Earthship for Climate Conditions in Macedonia(IOP Publishing, 2019-09-01); - Some of the metrics are blocked by yourconsent settings
Item type:Publication, Dynamic identification analysis for the FE model updating of masonry buildings(CRC Press, 2016-11-03) - Some of the metrics are blocked by yourconsent settings
Item type:Publication, Overview of research projects: project STREP and project MPC(2019) - Some of the metrics are blocked by yourconsent settings
Item type:Publication, . Strengthening of new low-strength reinforced concrete columns(Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture, 2018) - Some of the metrics are blocked by yourconsent settings
Item type:Publication, Протокол за проценка на динамички карактеристики на постоечки конструкции(Друштво на градежни конструктори на Македонија, 2019)