Study of Seismic Behavior of Reinforced Concrete Buildings under varying frequency contents

Vol-4 | Issue-6 | June 2019 | Published Online: 12 June 2019    PDF ( 317 KB )
Author(s)
Varsha Khanna 1; Mr. Sitender 2

1M.Tech Student, Department of Civil Engineering, GITAM, Kablana, Jhajjar, Haryana (India)

2Assistant Professor, Department of Civil Engineering, GITAM, Kablana, Jhajjar, Haryana (India)

Abstract

Earthquake is the result of sudden release of energy in the earth’s crust that generates seismic waves. Ground shaking and rupture are the major effects generated by earthquakes. It has social as well as economic consequences such as causing death and injury of living things especially human beings and damages the built and natural environment. In order to take precaution for the loss of life and damage of structures due to the ground motion, it is important to understand the characteristics of the ground motion. The most important dynamic characteristics of earthquake are peak ground acceleration (PGA), frequency content, and duration. These characteristics play predominant rule in studying the behavior of structures under seismic loads. The strength of ground motion is measured based on the PGA, frequency content and how long the shaking continues. Ground motion has different frequency contents such as low, intermediate, and high.

Keywords
Reinforced concrete building, ground motion, peak ground acceleration, frequency content, time history analysis.
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