Titlebook: Earthquakes and Structures; Select Proceedings o T. G. Sitharam,Sreevalsa Kolathayar,Ravi Jakka Conference proceedings 2022 The Editor(s) (

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,Husserl’s Rewriting of Empathy in Husserl,etback-stepback, was investigated. All the configurations have been modelled using a finite element software, and examined by Response Spectrum analysis and Non-linear Static Pushover analysis. The dynamic parameters obtained from the numerical study were discussed as variations in storey shear, bas

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Semi-active Seismic Vibration Control Offshore Jacket Platforms,es of the offshore jacket platform significantly, subjected to different earthquake loads. It is observed that the positions and the number of MR dampers affect the performance of the controller to a great extend in the offshore jacket platforms. The control algorithm is stable against the variation

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Soil-Structure-Interaction Study of a Nuclear Structure Supported on Alluvium Soil and Estimation oion analysis of typical safety related structure of NPP, modeled as 3D finite elements along with soil has been carried out using Abaqus software [.] for both vertical sustained and lateral loads (seismic loads with pseudo-static approach) using site-specific geotechnical parameters. Elasto-plastic

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Analysis of Knee-Braced, x-braced Moment Frame for Ductility Based Seismic Design, to withstand dead and live load only. Seismic tremor loads are taken by bracings. The bracings are given just on the fringe sections. Analysis and design has been carried out using ETABS software, and the results are discussed.

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Damage Assessment of Tunnels in Seismic Prone Zone During Earthquakes: A Part of Hazard Evaluation,rthquake in Taiwan, and the grades of damage are calculated based on seismic performance. Earthquake intensity, distance from fault, rock classification, tunnel length and overburden depth are considered as the tunnel damage factors while doing analysis. Considering these parameters, the formula for

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