3 publications
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Published Subscription
Reviewing on the Performance of Masonry, Reinforced Concrete and Underground Tunnels against Blast LoadingBy Senthil Kasilingam, Iwansh Gupta, Rupali S, Loizos Pelecanos
Abstract: An explosion on the elevated structures caused by terrorist activities or manmade events can induce significant deformations in the Civil Engineering structures. Therefore, it is necessary to review the response of the structural systems such as masonry structures, reinforced concrete building structures and reinforced concrete tunnel. In order to understand the scope for protecting such a structures and the structural behaviour under blast loading, a detailed literature review is conducted. …
Published in International Journal of Structural Engineering and Analysis · Vol. 7, Issue 1, 2021 · pp. 31–42 Read article →
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Published Subscription
Evaluation of RC Frames in Shifting on Seismic Zone 3 to 5 and Retrofitting Techniques using ETABSBy Senthil Kasilingam, SK. Gupta, S. Rupali, M. Gupta, A.P. Singh
Abstract: The finite element analysis has been carried out on six storey reinforced concrete frames using commercial finite element software ETABS. The performance of six storeys infilled frame failing due to improper design as well as inadequate reinforcements when seismic zone shifting from zone 3 to 5 was studied. The behavior of infilled frame considered in zone 5 was studied and compared with the results obtained from the analysis of frame …
Published in International Journal of Structural Engineering and Analysis · Vol. 3, Issue 2, 2017 · pp. 1–16 Read article →
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Published Subscription
Structural Behavior of Railway Bridges Against Wheel Loading by Finite Element AnalysisBy Senthil Kasilingam, Khan R.A., Arvin Sethi, Singh Arshbir
Abstract: Three dimensional numerical investigations carried out on railway bridges using ABAQUS/Explicit finite element program. The length of bridge 30 m and single track was considered in the present study. The bridge members such as main girder, cross girders and truss members are designed according to Indian Railway Standard (IRS) and the geometry of the rail was also modeled according to the standard. The constitutive and fracture behavior of materials have …
Published in International Journal of Structural Engineering and Analysis · Vol. 3, Issue 1, 2017 · pp. 1–14 Read article →