Analytical Study of Concrete-encased Steel Column Building against Blast Load

Year : 2021 | Volume : 08 | Issue : 02 | Page : 1-12

    Sumedh Kishor Limaye

  1. , Umesh L. Deshpande

  1. P.G. Student (Civil-Structural Engineering), Government College of Engineering Karad, Maharashtra, India
  2. Associate Professor, Department of Applied Mechanics, Government College of Engineering Karad, Maharashtra, India


Study of behavior of composite building with Concrete-Encased Steel (CES) columns for blast loading is done. This is compared with the behavior of conventional building having reinforced concrete (RC) columns. In the following study, both composite and RC buildings are subjected to 0.1 ton, 0.3 ton and 0.5 ton TNT equivalent charge weight of blast load with a standoff distance of 20 m, 30 m and 40 m. To study the static properties due to variation in standoff distance and blast intensity, (G+4) buildings with composite and RC columns are analyzed using parameters like storey displacement, storey drift, bending moment are compared. The Linear Static Analysis is carried out by using ETABS 2018 software. From the results obtained, it is observed that the vulnerability of a multi-storey structure is least for a low intensity blast generated at a comfortably longer standoff distance.

Keywords: Blast, TNT, loading, CES-column, composite, standoff distance, ETABS

[This article belongs to Journal of Structural Engineering and Management(josem)]

How to cite this article: Sumedh Kishor Limaye, , Umesh L. Deshpande Analytical Study of Concrete-encased Steel Column Building against Blast Load josem 2021; 08:1-12
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Regular Issue Open Access Article
Volume 08
Issue 02
Received February 15, 2021
Accepted April 20, 2021
Published August 16, 2021