Seismic Performance of High-Rise Building with Inclined Column Using ETABS

Authors

  • Anant Patel Student, Department of Civil Engineering, U. V. Patel College of Engineering, Gujarat, India
  • Arjun M. Butala Assistant Professor, Department of Civil Engineering, U. V. Patel College of Engineering, Gujarat, India

Keywords:

Inclined column, seismic load, angle of inclination, response spectrum analysis, ETABS

Abstract

Its new trend to Construction of Twisted, Tapered and Tilted Building for Architectural view. Column cannot be vertical so, its need to be inclined at some angle of its specified line. Before implementing this technique, it is important to investigate it in depth and determine the output of such a structure under seismic loading. This project is an attempt to study the performance of building having inclined columns of different angles and to compare a result with Conventional building by response spectrum analysis using ETABS software.

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Published

15-07-2021

Issue

Vol. 2 No. 7 (2021)

Section

Articles

License

Copyright (c) 2021 Anant Patel, Arjun M. Butala

Creative Commons License

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

How to Cite

[1]
A. Patel and A. M. Butala, “Seismic Performance of High-Rise Building with Inclined Column Using ETABS”, IJRAMT, vol. 2, no. 7, pp. 52–56, Jul. 2021, Accessed: Sep. 08, 2024. [Online]. Available: https://journals.ijramt.com/index.php/ijramt/article/view/999