PROJECT OF CONCRETE AND COMPOSITE SLAB FOR THE HALL - COMPARATIVE ANALYSIS
DOI:
https://doi.org/10.24867/25CG03FilipovicKeywords:
Reinforced concrete slab, Prestressed slab, Slab vibrations, SOFiSTiK 2023, Tower 8, EurocodeAbstract
In the first step of the Thesis, the analysis of the reinforced concrete floor slab of the sports hall with the associated beams was carried out. Load analysis, calculations, as well as dimensioning of structural elements were carried out according to the rules of Eurocode - a. The above calculation and dimensioning were done in the "Tower 8" software package. After dimensioning the reinforced concrete, the next task was the dimensioning of the replacement composite structure. The calculation of the composite slab was carried out in the program package "SOFiSTiK 2023". Special attention is paid to the control of plate vibrations after pedestrian loading. The reason for a special review of plate vibrations lies in the very important prerequisite of the quality of modern constructions - the very comfort of the users of living and business spaces.
References
[2] BS 6472:1992 (1992). Guide to evaluation of human exposure to vibration in buildings (1 Hz to 80 Hz), British Standards Institution
[3] BS 7385-2:1993 (1993). Evaluation and measurement for vibration in buildings, British Standards Institution
[4] EN 1991-1-1:2002 (2009). Dejstva na konstrukciju, Deo 1-1: Zapreminske težine, sopstvena težina, korisna opterećenja za zgrade
[5] EN 1992-1-1:2004 (2006). Proračun betonskih konstrukcija, Deo 1-1: Opšta pravila i pravila za zgrade
[6] EN 1993-1-1:2005 (2006). Proračun čeličnih konstrukcija, Deo 1-1: Opšta pravila i pravila za zgrade
[7] European Commission (2006). Generalisation of criteria for floor vibrations for industrial, office, residential and public building and gymnastic halls, RFCS Report EUR 21972 EN, Luxembourg
[8] European Commission (2008a). "Vibration Design of Floors – Background Document, RFS2-CT-2007-00033." Human induced Vibrations of Steel Structures Luxembourg
[9] European Commission (2008b). "Vibration Design of Floors - Guideline, RFS2- CT-2007-00033." Human induced Vibrations of Steel Structures Luxembourg
[10] ISO 2631-2 (1989). Evaluation of human exposure to whole-body vibration – Part 2: Continuous and shock-induced vibrations in buildings (1 to 80 Hz), International Organisation for Standardization
[11] ISO 10137 (2007). Bases for design of structures - Serviceability of buildings and walkways against vibrations, International Organisation for Standardization
[12] М. Спремић (2021). Прорачун спрегнутих конструкција од челика и бетона – Збирка задатака, Академска мисао, Београд
[13] Murray, T. M., Allen, D. E., and Ungar, E. E. (2003). Design Guide 11, Floor Vibrations Due to Human
Activities, American Institute of Steel Construction AISC, Canadian Institute of Steel Construction CISC
[14] SCI P076 (1989). Design Guide on the Vibration of Floors, The Steel Construction Institute, Berkshire, England
[15] SCI P331 (2004). Design Guide on the Vibration of Floors in Hospitals, The Steel Construction Institute, Berkshire, England
[16] Sétra (2006). Footbridges - Assessment of vibrational behaviour of footbridges under pedestrian loading – Practical Guidelines, Paris, Frace
[17] Willford, M., and Young, P. (2006). A Design Guide for Footfall Induced Vibration of Structures, The Concrete Society Publication CCIP-016, Trowbridge, UK
[18] З. Марковић (2014). Гранична стања Челичних конструкција према Еврокоду, Академска мисао, Београд
