Direct Displacement Based Seismic Design of RC Frame Structure


Mrinmoy Kirtania, Probhakar Chakravorty, Vol. 2, No. 1, pp. 47-51, Mar. 2018
10.22662/IJEMR.2018.2.1.047, Full Text:
Keywords: Seismic Design, Force & Cracking, TargetDrift, Performance level, Time History Analysis

Abstract

"Background/Objectives: In this paper we direct a seismic design of a Reinforce concrete frame building under displacement based design. Methods/Statistical analysis: There is a problem with force based design that we can’t find a clear relation between forces & cracking, that was drift or displacement is directly related with damage. Findings: By this simple design method we consider drift as parameter and can easily design this with given performance level under-code drift limit. In this paper determine maximum deviation from target drift& justified it code limit. Improvements/Applications: The approach of our design methodology satisfactorily achieves by inelastic time history analysis as well as push over analysis. In this simple design we get a very successful and a clear predictable seismic response. "


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Cite this article
[APA Style]
Kirtania, M. & Chakravorty, P. (2018). Direct Displacement Based Seismic Design of RC Frame Structure. International Journal of Emerging Multidisciplinary Research, 2(1), 47-51. DOI: 10.22662/IJEMR.2018.2.1.047.

[IEEE Style]
M. Kirtania and P. Chakravorty, "Direct Displacement Based Seismic Design of RC Frame Structure," International Journal of Emerging Multidisciplinary Research, vol. 2, no. 1, pp. 47-51, 2018. DOI: 10.22662/IJEMR.2018.2.1.047.

[ACM Style]
Mrinmoy Kirtania and Probhakar Chakravorty. 2018. Direct Displacement Based Seismic Design of RC Frame Structure. International Journal of Emerging Multidisciplinary Research, 2, 1, (2018), 47-51. DOI: 10.22662/IJEMR.2018.2.1.047.