PERUSAL OF POST-TENSION AND REINFORCE CONCRETE FLAT SLAB UNDER INFLUENCE OF LATERAL LOADING

Authors

  • Prof. S. P. Tak Assistant Professor, Department of Applied Mechanics,Government College of Engineering, Amravati, India, 444604
  • Kavita C. Jadhav P.G. Student (M, Tech structures), Government College of Engineering, Amravati, India, 444604

Keywords:

RCC, Post-tensioned, Flat slab, Seismic analysis, Etabs2016 Include at least 5 keywords or phrases

Abstract

Now a days post-tensioning method is increase widely due to its economical and functional advantages like its improved crack and deflection control and allow relatively large span to thickness ratios of the order of 35 to 45 which is less in case of RC up to 30. The main pursue of this paper is to research the behaviour of RCC flat slabs and Post-tensioned flat slab also to analyse the behaviour of PT and RC multi - storey building under influence of lateral loading. For comparison purpose PT flat slab is a better option as compared to RCC flat slab, for the economic purpose and time of construction. In this study paper, a study of structure of (G +6) mute- storey building in zone IV is considered, and analysis of RCC and PT flat slab is done to determine various variables like base shear, story drift,
and displacement for the analysis by using ETABS 2016 software.

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Published

2019-05-01

How to Cite

Tak , . P. S. P. ., & Jadhav, K. C. . (2019). PERUSAL OF POST-TENSION AND REINFORCE CONCRETE FLAT SLAB UNDER INFLUENCE OF LATERAL LOADING. International Journal of Technical Innovation in Modern Engineering & Science, 5(5), 1143–1149. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/2719

Issue

Vol. 5 No. 5 (2019): Vol. 5 No. 5: Volume 5 Issue 5 (May-2019)

Section

Articles