Cost Analysis of RCC, Steel and Composite Multi-Storied Car Parking Subjected to High Wind Exposure in Bangladesh

Mir Abdul Kuddus, Partha Pritom Dey

Abstract


Steel-concrete composite constructions in Bangladesh are nowadays very popular owing to their advantages over conventional concrete and steel constructions. Concrete structures are massive and allot more seismic weight and less deflection whereas steel structures instruct more deflections and ductility to the structure, which is beneficial in resisting earthquake and wind forces. Composite construction combines the better properties of both steel and concrete along with lesser cost, speedy construction, fire protection etc. The objective of this study was to analysis and design ground floor plus 19 storied R.C.C, Steel and Composite (steel-concrete) multi-storied parking structure’s frame of same plan using ETABS 2013 software and compare their structural parameters with estimated cost for required material. All frames are designed for same gravity and dynamic loadings. The RCC deck-slab is used in steel and composite frame. Beam and column sections are made of RCC, steel or steel-concrete composite sections. The composite construction option provided about 25 % and 18% less cost when compared to RCC and steel structure, respectively. Comparative study concludes that the composite frames are best suited among all the three types of constructions in terms of material cost and benefit added with better structural behaviour.


Keywords


RCC Structure; Steel-RCC Composte; Cost analysis; Base Reaction; Story Displacement.

References


BNBC, Bangladesh National Building Code, 2006, Dhaka, Bangladesh.

Wagh S.A. & Waghe U.P., “Comparative Study of R.C.C and Steel Concrete Composite Structures”, Journal of Engineering Research and Applications, ISSN: 2248-9622, Issue 4 (Version 1), (2010), pp.369-376, Vol. 4.

Rackham, W., Couchman, G. H. Hicks, S. J. B., “Composite Slabs and Beams using steel decking: Best Practice for Design and Construction”, MCRMA, Technical Paper No. 13. SCI Publication P300 (Revised Edition), 2009.

Charantimath S.S., Swapnil B.Cholekar, Birje Manjunath M., “Comparative Study on Structural Parameter of R.C.C and Composite Building”, Civil and Environmental Research, ISSN 2224-5790, ISSN 2225-0514 Vol.6, No.6, (2014).

Jingbo LIU, Yangbing LIU, “Seismic behaviour analysis of steel-concrete Composite frame structure systems”, Tsinghua University, Beijing, China, 2008.

Johnson R.P, MICE MA., “Composite Structure of Steel and Concrete”, Blackwell, scientific publication, UK, Vol. 1, 1987.

Koppad Shashikala, Itti S.V, “Comparative Study of R.C.C and Composite Multi-storeyed Buildings”, International Journal of Engineering and Innovative Technology (IJEIT) Vol. 3, 2013.

Panchal D.R., Marathe P.M., “Comparative Study of RCC, steel and composite (G+30 story) building”, Nirma University, Ahmedabad, India, 2011.

AISC 360-10, Specification of structural steel building, An American national standard, American Institute Of Steel Construction, Inc., 2010.


Full Text: PDF

Refbacks

  • There are currently no refbacks.




Copyright (c) 2017 MIR ABDUL KUDDUS

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.