Titlebook: Seismic Design and Performance; Select Proceedings o T.G. Sitharam,Raghuveer Rao Pallepati,Sreevalsa Ko Conference proceedings 2021 The Edi

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Anup Shelar,Varsha Yadav,Mirajj Thaker,Dhruval Suriya

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A Critical Review of Indian Seismic Codes for Buildings in the Light of International Codes of Prac and omissions in the latest Indian seismic codes and suggests important updates and revisions required to make current practice in the detailed engineering of earthquake-resistant structures at par with other international codes of practice.

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Influence of Different Seismic Loadings on the Closely Spaced Interfering Footings Embedded in Cohed to follow the Mohr–Coulomb failure criterion. A constant critical damping ratio of 5% is considered to determine Rayleigh’s coefficient (. and .). It has been observed that the settlement and the shear stresses at the base of the footings are enhanced due to the interference effect; in contrast, n

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Effect of Near-Fault Vertical Ground Motions on the Seismic Response of Bridges with Rocking Founda the bridges are developed with the appropriate material models to capture possible inelastic behaviour, as well as to model the soil–structure interaction. Four near-fault ground motions with three components are selected and scaled to the appropriate seismic hazard and applied to the bridges using

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Effect of Composite Pile Foundation System on the Behavior of Soft Ground,es is higher than lime piles. Meanwhile, the parametric study results show that pile spacing of 6 times diameter, pile length of 25 times diameter and sand as cushion material are the most optimum design parameters that can effectively smooth the bridge-embankment transition zone. Further, the effec

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Behavior of Pile Group in Liquefied Soil Deposits Under Earthquake Loadings,oil model has three layers, slightly cemented sand at the top and bottom, Nevada sand at the middle with water table at the ground level. The Mohr-Coulomb model was assigned to the soil grid as the constitutive model, and the pile was modeled as a structural element. Analysis was carried out for the

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