Comparative Study on Static and Dynamic Analysis of Multistoried Building Using ETABS

Authors

  • B. S. Yashaswini  M.Tech Student, St.Mark Educational Institutions Society Group of Institutions, Anantapur, Andhra Pradesh, India
  • A. B. S. Dadapeer  Assistant Professor and Head of the Civil Engineering Department, Chiranjeevi Reddy Institute of Engineering & Technology, Anantapur, Andhra Pradesh, India

Keywords:

Static Analysis, Dynamic Analysis, Natural Period of Vibration.

Abstract

Reinforced concrete frame buildings are most common type of construction in urban India, which is subjected to several types of forces during their life time such as static forces and dynamic forces due to wind and earthquakes. The static loads are constant with time, while dynamic loads are time varying, causing considerable inertia effects .It depends mainly on location of building, importance of its use and size of the building. Its consideration in analysis makes the solution more complicated and time consuming and its negligence may sometimes become the cause of disaster during earthquake. So it is growing interest in the process of designing civil engineering structures capable to withstand dynamic loads. The behaviour of building under dynamic forces depends upon its mass and stiffness properties, whereas the static behaviour is solely dependent upon the stiffness characteristics. Hence an attempt is made in the project by “Comparitive Study on Static and Dynamic Analysis of Multistoried Building Using Etabs”.

References

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Published

2017-08-31

Issue

Section

Research Articles

How to Cite

[1]
B. S. Yashaswini, A. B. S. Dadapeer, " Comparative Study on Static and Dynamic Analysis of Multistoried Building Using ETABS , International Journal of Scientific Research in Science and Technology(IJSRST), Online ISSN : 2395-602X, Print ISSN : 2395-6011, Volume 3, Issue 6, pp.463-469, July-August-2017.