Analysis of Ceiling Slab of Office Centre

Article Preview

Abstract:

This paper is devoted to an analysis of the ceiling slab using conventional and advanced technologies, namely, lightweight panels using Cobiax bodies. The design was modeled in Scia Engineer 1.15. Lightened variant was based on the classical model slab on which it was necessary to optimize the hollow core and solid parts. To speed up the optimal distribution of the massive and lightweight panels, computer equipment was used. Acquired results were verified by manual calculation. After the overall design and assessment of the both types of slabs the results were mutually compared in order to find a preferable variant.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

89-99

Citation:

Online since:

June 2017

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] S. Bhagat, K.B. Parikh, Comparative study of voided flat slab and solid flat plate slab, International Journal of Innovative Research and Development. 3(3) (2014) 22-25.

Google Scholar

[2] K. Subramanian, P. Bhuvaneshwari, Finite element analysis of voided slab with high density polypropylene void formers, International Journal of ChemTech Research. 8(2) (2015) 746-753.

Google Scholar

[3] K. Tvrda, Probability and sensitivity analysis of slab, Applied Mechanics and Materials. 617 (2014) 193-196.

Google Scholar

[4] Y. Cheng, H. Du, X. Yang, C. Yang, Numerical simulating method of the deflection of cellular voided slabs fixed supported by four edges, Advanced Materials Research. (2011) 243-249.

DOI: 10.4028/www.scientific.net/amr.243-249.6030

Google Scholar

[5] M. Bindea, D. Moldovan, Z. Kiss, Flat slabs with spherical voids. Part I: Prescriptions for flexural and shear design, Civil Engineering & Architecture. 56(1) (2013) 67-73.

Google Scholar

[6] M. Bindea, R. Zagon, Z. Kiss, Flat slabs with spherical voids. Part II: Experimental tests concerning shear strength, Civil Engineering & Architecture. 56(1) (2013) 74-81.

Google Scholar

[7] G. Kim, J. Kang, Calculation of Voided Slabs Rigidities, World Academy of Science, (2012).

Google Scholar

[8] C. Marais, Design Adjustment Factors and the Economical Application of Concrete Flat-Slabs with Spherical Voids, South Africa- Dissertation, Pretoria, (2009).

Google Scholar

[9] C.C. Marais, J.M. Robberts, B.W.J. Rensbrug, Spherical void formers in concrete slabs, Journal of the South Africa Institution of Civil Engineering. 52 (2) (2010) 2-17.

Google Scholar

[10] M. Mota, Voided two-way flat slabs, Structures Congress. (2013) 1640-1649.

DOI: 10.1061/9780784412848.143

Google Scholar

[11] A. Wahyuni, Structural Characteristics of Reinforced Concrete Beams and Slabs with Lightweight Blocks, Infill- Dissertation, Curtin University, (2012).

Google Scholar

[12] Information on http: /sk. wikipedia. org/wiki/Voided_biaxial_slab.

Google Scholar

[13] Information on http: /www. cobiax. com.

Google Scholar

[14] Information on https: /issuu. com/ekagroup/docs/cobiax_engineering_manual_2010.

Google Scholar

[15] Information on https: /www. scribd. com/doc/200144278/Cobiax-Engineering-Manual-(2010).

Google Scholar

[16] L. Bolha, Reinforced concrete floor slabs, hollow spherical system of recycled plastics BubbleDeck, in: Proceedings of Concrete Days, 2002, Bratislava, Slovakia, pp.79-84. (in Slovak).

Google Scholar

[17] STN EN 1991-1-1. Eurocode 1: Actions on structures – Part 1 – 1.

Google Scholar

[18] STN EN 1990 Eurocode Basis of structural design.

Google Scholar

[19] Information on https: /www. scia. net/sk.

Google Scholar

[20] Information on http: /www. schoeck-wittek. cz/cs/download-cz?product=9&type=10&filter=1.

Google Scholar

[21] STN EN 1992-1-1. Eurocode 2: Design of concrete structures.

Google Scholar