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Response of Elevated Water Tanks Subjected to Lateral Loads

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
During previous earthquakes around the world, it was discovered that elevated water tanks were severely damaged or collapsed. As a result, structural engineers are concerned about the analysis of these structures to gain a better understanding of the effects of seismic loads on elevated water tanks. In the current study, E-Tabs software, which is based on finite elements, is used to model various shapes of elevated water tanks along with various staging patterns. The higher stiffness of the supports in cross staging tanks makes them better than normal staging tanks, according to the results of the analysis. Furthermore, circular tanks perform better than other tank shapes when subjected to seismic loads. The study looks at water tanks subjected to static seismic loads. More research is needed to determine the analysis results for the dynamic seismic loads applied to the structure. All the analysis results are derived from the software's tank analysis results.
Rocznik
Strony
118--131
Opis fizyczny
Bibliogr. 14 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Civil Engineering, National Institute of Technology (NIT), Himachal Pradesh, India
  • Department of Civil Engineering, National Institute of Technology (NIT), Himachal Pradesh, India
Bibliografia
  • 1. Latha, MS 2021. Comparison of Analysis between Rectangular and Circular Overhead Water Tank. Applied Research on Civil Engineering and Environment 02, 77-95.
  • 2. Soroushnia Soheil, Tafreshi Tavvousi, Omidinasab F, Beheshtian, N and Soroushnia Sajad 2011. Seismic Performance of RC Elevated Water Tanks with Frame Staging and Exhibition Damage Pattern. Procedia Engineering 14, 3076-3087.
  • 3. Bhavana, V, Raychaudhuri, SR and Raychowdhury, R 2016. Seismic Response of an Elevated Aqueduct considering hydrodynamic and soil interactions. International Journal of Advanced Structural Engineering 8, 53- 71.
  • 4. Fiore, A, Demartino, C, Greco, R, Rago, C, Sulpizio, C, and Vanzi, I 2018. Seismic performance of spherical liquid storage tanks: a case study. International Journal of Advanced Structural Engineering 10, 121–130.
  • 5. Patel, KN and Amin, JA 2018. Performance-based assessment of response reduction factor of RC-elevated water tank considering soil flexibility: a case study. International Journal of Advanced Structural Engineering 10, 233– 247.
  • 6. Chandpasha, SS 2020. Analysis of Vibration Control in Elevated Storage Reservoir Using Different types of Bracing Patterns. International Journal of Scientific Development and Research 5, 93-132.
  • 7. Anjum, T and Zameeruddin, M 2021. Evaluation of Efficacy of the Elevated Water Tank Under the Seismic Loads. International Journal of Civil Engineering 8, 20-26.
  • 8. Vanjari NS, Sawant, KM, Sisodiya, PS and Patil SB 2017. Design of Circular Overhead Water Tank. International Journal of Engineering Research in Mechanical and Civil Engineering 2, 69–81.
  • 9. Quadri, SS and Sawant, RM 2016. Seismic Analysis of RC Elevated Water Tank Using Different Staging Pattern. Internatinal Journal of Structural Engineering and Analysis 3, 1-22.
  • 10. Mhamunkar, S, Satkar, M, Pulaskar, D, Khairnar, N, Sharan, R and Shaikh, R 2018. Design and Analysis of Overhead Water Tank at Phule Nagar, Ambernath. Internatinal Research Journal of Engineering and Technology 4, 3851–3870.
  • 11. RT and Mamatha, A 2020. Design and Analysis of Elevated Water Tank. International Research Journal of Engineering and Technology 7, 3083– 3088.
  • 12. Ravindra, K and Joshi, BDP 2020. Dynamic Analysis of Elevated Water Tanks. International Journal of Engineering and Technology 7, 1632–1636.
  • 13. Nimade, A, Soni, N, Scholar, R, Varma, G, Joshi, V and Chaurasia, S 2018. Parametric Study of Underground Water Tank using FEM. International Journal of Science Technology and Engineering 4, 94–98.
  • 14. Nayak, CB and Thakare, SB 2019. Seismic performance of existing water tank after condition ranking using non-destructive testing. International Journal of Advanced Structural Engineering 11, 395–410, 2019.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-baa0c6f6-3f68-4df3-926c-20c2bcad1c95
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