CONFERENCE PROCEEDINGS
7th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2019 , 2019.y., pp. 341-349
EXPERIMENTAL ANALYSIS THE DEFLECTION OF TALL BUILDING CORES – STIFFENED BY FLOOR SLABS - USING PLEXIGLAS MODEL| |
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| DOI: 10.14415/konferencijaGFS2019.031 |
| UDC: 624.042:69.032.22 |
| CC-BY-SA 4.0 license |
| Author : Varju, Đerđ; Prokić, Aleksandar; Bešević, Miroslav |
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| | Summary: |
| | 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 core -stiffened 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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| | Keywords: |
| | experimental model, tall building core, thin-walled beam, torsion |
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