Tytuł artykułu
Autorzy
Treść / Zawartość
Pełne teksty:
Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
From among the several types of slabs, there is uncertainty about the most cost-effective one for structures with short, medium, and long spans. A study comparing the cost of the solid, flat, hollow block (HB), and post-tensioned (PT) slabs for 4, 6, and 8m spans was conducted using SAFE software. For each span length, the total quantities of concrete and steel bars were found and compared for 4 slabs. Then, the total cost of steel bars, concrete, blocks, tendons, and formwork was tabulated and compared. The findings revealed that the quantity of concrete in slabs with 4 and 6m spans is the least in the HB slabs, while for slabs with 8m spans, the quantity of concrete is the least in the PT slab. Besides, the quantity of steel bars in slabs with 4, 6, and 8 spans is the least in PT slabs. In terms of economy, the most cost-effective option is the flat slab for 4m spans, with savings of about 14, 9, and 17% compared to solid, HB, and PT slabs, respectively. On the other hand, for 6 and 8m spans, the most cost-effective option is the PT slab, with savings of about 10, 6, and 6% for the 6m span, and 10, 20, and 22% for 8m span compared to solid, HB, and flat slabs, respectively. Therefore, for 6m spans and more, PT slabs offer significant cost savings.
Słowa kluczowe
Rocznik
Tom
Strony
24--33
Opis fizyczny
Bibliogr. 23 poz., rys., wykr.
Twórcy
autor
- Near East University, NORTH CYPRUS
autor
- Near East University, NORTH CYPRUS
autor
- Near East University, NORTH CYPRUS
Bibliografia
- [1] Park R. and Gamble W.L. (1999): Reinforced Concrete Slabs.– (2nd ed.), John Wiley and Sons.
- [2] Kiran R. and Issac J. (2018): A comparative study of solid slab with ribbed slab in bale robe town.– International Journal of Modern Trends in Engineering and Research, Ethiopia. vol.5, No.4, pp.87-94, https://doi:10.21884/ijmter.2018.5107.3gk3k.
- [3] Harish M.K., Ashwini B.T., Chethan V.R. and Sharath M.Y. (2017): Analysis and design of grid slab in building using response spectrum method.– International Journal for Research Trends and Innovation, vol.2, No.6, pp.467-475.
- [4] Sulaibi A. and Al-Amiery D. (2017): Analysis and parametric study of reinforced concrete two-way ribbed slabs by using ANSYS.– American Scientific Research Journal for Engineering, Technology, and Sciences, vol.30, No.1, pp.16-36.
- [5] Soghair H.M., Aly A.G., Ahmed M. H. and Farouk M. A. (2008): Structural analysis of ribbed slab.– Journal of Engineering Sciences, Assiut University, vol.36, No.3, pp.615-638.
- [6] Climent A.B. and Ávila J.D. (2013): Moment transfer and influence of transverse beams in interior waffle flat plate–column connections under lateral loading.– Engineering Structures, vol.49, pp.146-155, https://doi.org/10.1016/j.engstruct.2012.10.016.
- [7] Girish N. and Lingeshwaran N. (2018): A comparative study of flat slabs using different shear reinforcement parameters.– International Journal of Engineering & Technology, vol.7, pp.321-325, http://doi:10.14419/ijet.v7i2.20.16725.
- [8] Patil A.S., Daphal A., Gavasane S., Ghorpade S., Ekatpure P. and Nalawade A. (2018): Analysis of behavior of flat slab and conventional slab structure under seismic loading.– International Journal for Science and Advance Research in Technology, vol.4, No.6, pp.323-328.
- [9] Singh R., Chauhan A., Chonkar Y., Rati A. and Kazi A. (2018): Post-tensioned building analysis and design– a case study.– International Advanced Research Journal in Science, Engineering and Technology, vol.5, No.3, pp.17-23, https://doi10.17148/iarjset.2018.534.
- [10] Khot S., Jadhav V., Shiram P., Bharekar K., Mahajan H. and Tupe S. (2016): Comparative study of waffle slabs with flat slabs and conventional RCC slabs.– International Journal of Engineering Research & Technology, vol.5, No.4, pp.715-728, https://doi:10.17577/ijertv5is041092.
- [11] Mishra A. and Bajpai A. (2020): Comparative analysis of conventional slab & waffle slab of different span length.– Journal of Civil Engineering and Environmental Technology, vol.7, No.2, pp.125-127.
- [12] Idrizi Z. and Idrizi I. (2017): Comparative study between waffle and solid slab systems in terms of economy and seismic performance of a typical 14-story RC building.– Journal of Civil Engineering and Architecture, vol.11, pp.1068-1076, http://doi:10.17265/1934-7359/2017.12.002.
- [13] Devi K. Saghja D., Sai V.K.A., Racikapriya S. and Kumar S. (2019): Comparative study of flat slabs and PT slabs.– SSRG International Journal of Civil Engineering, pp.1-4.
- [14] Gupta V., Sahu R. and Singh P. (2018): Comparative analysis of conventional slab, flat slab and post tensioning slab.– International Journal for Scientific Research & Development; vol.6, No.3, pp.79-81.
- [15] Desai V.G.M. and Shaikh M. (2016): Comparative analysis of flat slab and post-tensioned flat slab using safe.– International Advanced Research Journal in Science, Engineering and Technology, vol.3, No.8, pp.152-156, http://doi10.17148/iarjset.2016.3827.
- [16] Mashri M., Al-Ghosni K., Abdulrahman A., Ismaeil M., Abdussalam A. and Elbasir O. (2020): Design and cost comparison of the solid slabs and hollow block slabs.– Global Scientific Journals, vol.8, No.1, pp.110-118.
- [17] Reddy J. and Pradeep A. (2017): Comparative study of post tensioned and RCC flat slab in multi-storey commercial building.– International Research Journal of Engineering and Technology, vol.4, No.6, pp.238-242.
- [18] Ajay N., Kumar S. and Kashyap V. (2020): Comparative performance studies on bonded post-tensioned and RC flat slab.– Social Science Research Network, pp.1-4, http://dx.doi.org/10.2139/ssrn.3619137.
- [19] Thayapraba M. (2014): Cost effectiveness of post-tensioned and reinforced concrete flat slab systems.– International Journal of Innovative Technology and Exploring Engineering, vol.3, No.12, pp.2278-3075.
- [20] Ahmad O. (2021): Financial comparative study between post-tensioned and reinforced concrete flat slab.– International Journal of Advanced Engineering, Sciences and Applications, vol.4, No.1, pp.1-6, https://doi.org/10.47346/ijaesa.v2i2.67.
- [21] Rao P.V.L.N., Nithin S.S., Ram O.S. and Vani V.S. (2018): Cost analysis of two-way slab and post tension slab.– International Research Journal of Engineering and Technology, vol.5, No.3, pp.2409-2413.
- [22] Abdelaziz O. and Abdalla H. (2021): Cost evaluation of post-tensioned slabs in multi-storey buildings considering seismic effect.– 4th International Conference of Contemporary Affairs in Architecture and Urbanism, Alanya HEP University, Alanya, Turkey, pp.742-750.
- [23] Ahmad O. (2022): Comparative study between solid, hollow block, flat and post-tensioned slabs with different parameters.– [Master’s thesis, Near East University] http://docs.neu.edu.tr/library/9173892298.pdf.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-fea3e75a-d290-4e6d-b328-e86b9da32bcf