Analysis of Twisted tall Structure Considering Lateral Load Using ETABS - A REVIEW

Authors(3) :-Anmol Khare, Vijay Tembhere, Lokesh Harinkhede

This examination presents the underlying way of behaving of RCC wound building exposed to dynamic burdens. The similar concentrate between RCC wound building is made. In a wound tall structure different pace of contort for RCC bent building was investigated. The different pace of bend as 10, 12.5 and 15 degrees at the focal point of the RCC wound building was thought of. The demonstrating and investigation is finished utilizing ETABS. Dead loads, live burden, seismic burden and wind loads are allocated for demonstrated designs and results acquired are plotted for boundaries, for example, removal, story float, time-frame and base shear. This paper presents literature review related to analysis of tall structures.

Authors and Affiliations

Anmol Khare
P. G. Scholar, Department of Civil Engineering, Sardarpatel University, Balaghat, Madhya Pradesh, India
Vijay Tembhere
Assistant Professor, Department of Civil Engineering, Sardarpatel University, Balaghat, Madhya Pradesh, India
Lokesh Harinkhede
Assistant Professor, Department of Civil Engineering, Sardarpatel University, Balaghat, Madhya Pradesh, India

RCC twisted building, Steel twisted building, base shear, time period, displacement & storey drift.

  1. Abbas H. Mohammed, Nildem Tayşi, Dia Eddin Nassani & Ali K. Hussein, [Finite element analysis and optimization of bonded post-tensioned concrete slabs], Cogent Engineering (2017), 4: 1341288.
  2. Ankith M.K, N. Jayaramappa and Kiran. T, [FLEXURAL BEHAVIOUR OF POST TENSIONED BEAM], International Journal of Scientific & Engineering Research Volume 9, Issue 7, July-2018.
  3. André Felipe Aparecido de Mello and Rafael Alves de Souza, [Analysis and Design of Reinforced Concrete Deep Beams by a Manual Approach of Stringer-Panel Method], Latin American Journal of Solid and Structures, 2016.
  4. Ajinkya S. Dixit and V.G. Khurd, [Nonlinear Flexural behavior of Post Tensioned Beam], International Journal for Research in Applied Science & Engineering Technology (IJRASET), ISSN: 2321-9653; IC Value: 45.98; SJ Impact Factor:6.887, Volume 5 Issue X1, November 2017.
  5. A. Sahu, R. Anubhav Rai, Y.K.Bajpai, Cost Comparison Between RCC & Post-Tensioned Prestressed Beams Spanning 26m, International Journal of Computational Engineering Research (IJCER),ISSN (e): 2250 – 3005,Vol, 04, Issue 6 , June – 2014.
  6. Dawari, V. B.,and Vesmawala, G. R., “Application Of Nonlinear Concrete Model For Finite Element Analysis Of Reinforced Concrete Beam” International Journal of Scientific & Engineering Research, Volume 5, Issue 9, September-(2014).
  7. G. Sri Harsha and P. Polu Raju, [Shear Strength of Deep Beams: A State of Art], International Journal of Recent Technology and Engineering (IJRTE), ISSN: 2277-3878, Volume-7, Issue-6C2, April 2019.
  8. Haleem K. Hussain, [FINITE ELEMENT ANALYSIS OF DEEP BEAM UNDER DIRECT AND INDIRECT LOAD], Kufa Journal of Engineering, Vol. 9, No. 2, April 2018, PP. 152-16.
  9. Hossam-eldin Abd-elazim Elsharkawy, Tamer Elafandy, Abdel Wahab EL-Ghandour and Amr Ali Abdelrahman, [Behavior of post-tensioned fiber concrete beams], HBRC Journal (2013) 9, 216–226.
  10. Kang,T, Huang,Y.,“Computer Modeling of Post-Tensioned Structures” International Conference on Computer Modeling and Simulation IPCSIT vol.22 (2012) Singapore.
  11. Kavya K. Kumar, Ramadass S and Vivek Philip, [A Study on Concrete Deep Beams using Nonlinear Analysis], International Journal for Innovative Research in Science & Technology| Volume 2 | Issue 05 | October 2015.
  12. KishanKamani, M. A. K., 2018. Comparative Study of Bonded &Unbonded Post-Tensioning Beams in Building. Volume V, pp. 2351-2356.
  13. Liu, J. and Mihaylov, B.I., 2016. “A comparative study of models for shear strength of reinforced concrete deep beams”. Engineering Structures, Vol-112, pp.81-89.
  14. Lu, W.Y., Hwang, S.J. and Lin, I.J. (2010), “Deflection prediction for reinforced concrete deep beams”, Comput. Concrete, 7(1), 1-16.
  15. Markovic, M., Krauberger, N., Saje, M., Planinc ,I., Bratina, S., “Non-linear analysis of pre-tensioned concrete planar beams” Engineering Structures 46 (2013) 279–293.
  16. Mahdy and O. Sh. Farhan, A. A. A1- Azzawi 1, A. H. (2010) “Finite element analysis of deep beams on nonlinear elastic foundations”, Journal of the Serbian Society for Computational Mechanics, Vo1. 4, No. 2, pp. 13-42.
  17. Niranjan, B.R. and Patil, S.S., 2012. “Analysis of RC Deep Beam by Finite Element Method” International Journal of Modern Engineering Research (IJMER), Vol-2(6), pp.4664- 4667.
  18. Pimentel, M., Cachim, P. and Figueiras, J. (2008), “Deep-beams with indirect supports: numerical modeling and experimental assessment”, Comput. Concrete, 5(2), 117-134.
  19. Ravi k, S.Vijaya and B.Shivakumaraswamy, [A study on Post Tensioned Beams strengthened with AFRP fabric], International Research Journal of Engineering and Technology (IRJET), Volume: 05 Issue: 08 | Aug 2018.
  20. Rafal Szydlowski and Magdalena Szreniawa, [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).
  21. S. Raja Reddy, B. Sarath Chandra Kumar, A. Monica, [Comparitive Study on Behaviour of Deep Beams], International Journal of Recent Technology and Engineering (IJRTE), ISSN: 2277-3878, Volume-7, Issue-6C2, April 2019.
  22. S. K. Kulkarni, S. S. Patil and S. A. Halkude, [Analysis And Design Of R.C. Deep Beams Using Finite Strip Method & I.S. 456 -2000 –A Comparative Study Supported By Experimental Investigation], International Journal of Engineering Research & Technology (IJERT), ISSN: 2278-0181, Vol. 2 Issue 4, April – 2013.
  23. Shanmathi Sridhar, A. Leema Rose, [Performance Evaluation of Post-Tensioned Concrete Beams with Bonded System], International Journal of Innovative Technology and Exploring Engineering (IJITEE), ISSN: 2278-3075, Volume-8 Issue-7 May, 2019.
  24. Sabale, V.D., Borgave, M.D. and Joshi, P.K., 2014. “Nonlinear finite element analysis of deep beam”. International Journal of Engineering Research and Technology, Vol-5, p.3.
  25. Suresh, D.G. and Kulkarni, S., 2016. “Experimental study on behaviour of RC deep beams”. International Research Journal of Engineering and Technology (IRJET), Vol- 6(2).pp.4
  26. T.Hari prasadh and T.Anand, [SEISMIC EVALUATION OF BUILDINGS WITH POSTTENSIONED BEAMS BY NON-LINEAR STATIC ANALYSIS], International Research Journal of Engineering and Technology (IRJET), Volume: 05 Issue: 04 | Apr-2018.
  27. T.H. Kim, J.H. Cheon and H.M. Shin, [Evaluation of behavior and strength of prestressed concrete deep beams using nonlinear analysis], Computers and Concrete, Vol. 9, No. 1 (2012) 63-79.
  28. Umesh Wani and Sanjay Bhadke, [Deep Beam Analysis Using FEM Program and ANSYS for ISO-parametric elements], International Journal of Innovative Research in Science, Engineering and Technology, Vol. 6, Special Issue 11, May 2017.
  29. Vathsala and H N Jagannath Reddy, [An Experimental and Analytical Investigation of Post-Tensioned Concrete Beam Strengthened Using GFRP Sheet], International Journal of Engineering Research & Technology (IJERT), ISSN: 2278-0181, Vol. 3 Issue 1, January – 2014.
  30. Wai Chi Mun, AhemadRivai, OmarBapokutty“Effects of elements on linear elastic stress analysis: A Finite Element Approach”. IJRET: International Journal of Reaserch in Engineering and TechnologyVolume:2 Issue:10-Oct 2013.
  31. Yousif Jabbar Lafta and Kun Ye, [Experimental Investigation of Shear Behavior of Deep RC T-beams Under Indirect Loading], British Journal of Applied Science & Technology, 15(5): 1-19, 2016, Article no.BJAST.25264, ISSN: 2231-0843, NLM ID: 101664541, 2016.
  32. Yousif J. Lafta” Structural Behavior of Indirectly Loaded Deep Beams with and without Web Opening” Ph. D thesis , Huazhong University of Science & Technology Wuhan 430074, P. R. China ( 2016).

Publication Details

Published in : Volume 6 | Issue 3 | May-June 2022
Date of Publication : 2022-06-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 279-287
Manuscript Number : IJSRCE226327
Publisher : Technoscience Academy

ISSN : 2456-6667

Cite This Article :

Anmol Khare, Vijay Tembhere, Lokesh Harinkhede, "Analysis of Twisted tall Structure Considering Lateral Load Using ETABS - A REVIEW", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 6, Issue 3, pp.279-287, May-June.2022
URL : https://ijsrce.com/IJSRCE226327

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