SEISMIC EVALUATION OF ASYMMETRIC COMPOSITE MULTISTOREY BUILDINGS WITH AND WITHOUT VISCO-ELASTIC DAMPER

Authors

  • Mahadeva C K Assistant professor, Dept. of civil engineering GMIT, Bharatinagara Mandya, India
  • Abhisheka L Assistant professor, Dept. of civil engineering GMIT, Bharatinagara Mandya, India
  • Manu A N Assistant professor, Dept. of civil engineering GMIT, Bharatinagara Mandya, India

Keywords:

Dampers, seismic, composite

Abstract

Seismic tremor starts at the profundity underneath the earth surface and upsets the structure. In this exploration we
are study the comparision between G+14 working with and without dampers with various shapes of building(C, L and T) areas.
In this structure we will consider evaluation of cement M20 and grade of steel Fe 355 and will look at the outcomes from both
method static method and response spectrum method by utilizing E-Tabs 2015 software. Connection properties are utilized in ETab programming depend on kinds of dampers (Visco-elastic damper and fluid viscous damper) from the investigation the Lateral
displacement, story drift both are reduces. Base shear is increased when we are utilizing dampers compared to without dampers.

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Published

2020-06-25

How to Cite

Mahadeva C K, Abhisheka L, & Manu A N. (2020). SEISMIC EVALUATION OF ASYMMETRIC COMPOSITE MULTISTOREY BUILDINGS WITH AND WITHOUT VISCO-ELASTIC DAMPER. International Journal of Advance Research in Engineering, Science & Technology, 7(6), 1–7. Retrieved from https://ijarest.org/index.php/ijarest/article/view/1990

Issue

Vol. 7 No. 6 (2020): Volume: 07, Issue: 06 - June, 2020.

Section

Articles