Eksperimentalno Ispitivanje Nosivosti Ab Greda Sa Mikroarmaturom Bez Uzengija

Živković, Smilja; Čeh, Arpad; Kukaras, Danijel

doi:10.14415/konferencijagfs2015.037

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Figure 3 Position Of Comparators and The Direction Of Loadings1

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2019

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“…In order to fit the comparator, the authors used a magnetic holder with a mechanism ( Figure 4). The model and the measuring devices were installed in the steel testing frame at the Laboratory for Structures and Materials at the facilities of the Faculty of Civil Engineering in Subotica, Serbia [9]. The weight force that has loaded the model was defined by the mass of the scale weight m. The points in which the deflection was measured (A1, A2 and A3) were selected in order to overlap the node points of the model in the FEM analysis.…”

Section: Figure 3 Position Of Comparators and The Direction Of Loadingsmentioning

confidence: 99%

Eksperimentalna Analiza Pomeranja Jezgra Visokih Zgrada - Ukrućena Međuspratnim Pločama - Pomoću Pleksiglas Modela

Varju¹,

Prokić²,

Bešević³

2019

Zbornik GFS

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This paper presents the procedure for the experimental determination of the horizontal deflection of a point on the model made of Plexiglas due to horizontal force effects. The model`s geometry is proportional to the geometry of the numerical examples which applied in works of several authors for the analysis of the tall building cores. This examination offers the experimental analysis possibility of the reinforced-concrete corestiffened by floor slabs at each floor level-on effects of the horizontal load of seismic forces and the wind. These results are compared with the results obtained by FEM showing significant agreement.

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Section: Figure 3 Position Of Comparators and The Direction Of Loadingsmentioning

confidence: 99%