Manuscript Number : IJSRCE215210
Comparative Analysis of a Building Frame Under Dynamic Loading Considering Post Tensioning Members at the Edges Using Staad.Pro
Authors(3) :-Md Sarfaraz Alam, Raviraj Singh Gabbi, Vijay Tembhre
The modern era construction has led to the use of post-tensioning method in every projects whether commercial or residential sectors. Looking over the flaws of the conventional method of construction, post-tensioning being an upgrade can overcome the deficiencies of the conventional method of construction, for example, more slender structural members, lighter in weight and smaller floor-to-floor heights. Post-tensioning assures every plan to quite economical and safe. The experimental results on the seismic behaviour of post-tensioned high rise G+20 structure with the bonded system is compared. A Symmetrical arrangement of (G+20) floors is been considered in this comparative analysis considering Pushover Analysis for Zone V according to I.S. 1893 section 1 2016. The analytical tool Stadd.Pro structural programming is been used for the designing and analysis of the case study on the parameters namely maximum storey displacement, axial forces, shear forces, maximum bending, storey drift, displacement in x and z direction and Quantity examination and costing. The Analysis results demonstrated the stability of the Post-tensioned Structure as far as resisting against seismic forces against the corners of the structure. Regarding cost, we have observed that the Post Tensioning structure edge was discovered 30% not exactly uncovered casing structure.
Md Sarfaraz Alam
P.G. Scholar, Department of Civil Engineering, Sardar Patel University, Balaghat, Madhya Pradesh, India
Raviraj Singh Gabbi
Professor, Department of Civil Engineering, Sardar Patel University, Balaghat, Madhya Pradesh, India
Vijay Tembhre
Assistant Professor, Department of Civil Engineering, Sardar Patel University, Balaghat, Madhya Pradesh, India
Structural Analysis, Post Tensioning Cables, Displacement, Moment, Forces, Cost, Stability.
- Arkadiusz Mordak and `Zbigniew Zee Manko(2016) Effectiveness of Post-tensioned prestressed concrete road bridge realization in the light of research under dynamic loading,9th International conference, Bridge in Danube Baisn2016, BDB 2016.
- D.Y. Wang, Z.B. Li, W.M. Yan, E.W. Guo, L.Y. Shi(2014), SEISMIC PERFORMANCE OF PRECAST PRESTRESSED BEAM-COLUMN CONCRETE CONNECTIONS, Journal of Beijing University of Technology, 32:10, 895-900. (In Chinese)
- Veerat Srilaxmi , K.Manju , M.Vijaya (2018)A CASE STUDY ON PRE-TENSIONING & POST TENSIONING SYSTEMS OF A PRESTRESSED CONCRETE, [Srilaxmi et. al., Vol.5 (Iss.2): February, 2018
- Rahul Choat and Dr.Om Prakash (2017), APPLICATION OF POST-TENSIONING IN MULTI-STOREY BUILDINGS, Choat* et al., 6(3): March, 2017, ISSN: 2277-9655
- Rafal Szydlowski and Magdalena Szreniawa(2016), About the Project and Study of Post-tensioned Transfer Beams Under the Five-storey Building in the Centre of Warsaw, 4th Annual International Conference on Architecture and Civil Engineering (ACE 2016).
- Boskey Vishal Bahoria and Dhananjay K. Parbat (2013) Analysis and Design of RCC and Post-tensioned Flat Slabs Considering Seismic Effect, IACSIT International Journal of Engineering and Technology, Vol. 5, No. 1, February 2013
- Maulik G. Kakadiya, Hitesh K. Dhamaliya et.at(2016)A Research on Comparison of R.C.C and Post Tensioned Flat Slab with or Without Drop Using Software, 2016 IJSRSET | Volume 2 | Issue 2 | Print ISSN : 2395-1990 | Online ISSN : 2394-4099
- Sujal P Jasani and Pradeep Pandey(2017)ANALYSIS OF POST TENSIONED TRANSFER GIRDER IN G+11 STORY BUILDING USING FEM BASED SOFTWARE ETABS, IJAERD , Volume 4, Issue 4, April -2017
Publication Details
Published in : Volume 5 | Issue 2 | March-April 2021
Date of Publication : 2021-03-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 45-52
Manuscript Number : IJSRCE215210
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE215210
Article Preview