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Titlebook: Resilient Infrastructure; Select Proceedings o Sreevalsa Kolathayar,Chandan Ghosh,Arpita Mondal Conference proceedings 2022 The Editor(s) (

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tudents and provides a pedagogical introduction to the exciting topic of field space covariance and the complete geometrization of quantum field theory..978-3-030-85271-9978-3-030-85269-6Series ISSN 2190-5053 Series E-ISSN 2190-5061
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Rehabilitation and Retrofitting of Structural Elements Using Various Fibersby considering stress developed deformation and propagation of stresses. Conventional beam and column are analyzed in Ansys workbench, and results are recorded. Later, three beams and three columns are modeled for each fiber like CFRP, GFRP, and AFRP, then they are also modeled in AUTO CAD 3D and analyzed in Ansys and compared.
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2366-2557 reating disaster-resilient societies.Covers topics such as r.This book presents the select proceedings of the Virtual Conference on Disaster Risk Reduction (VCDRR 2021). This book discusses various relevant topics such as Disaster resilience and Infrastructure, Risk reduction and structural measures
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,Resilient Infrastructures and Disaster Risk Reduction—An Introduction,ce and infrastructure, risk reduction and structural measures, evidence-based approach for DRR case studies, numerical modeling and constructions methods, prevention methods and safety engineering, and cross-cutting issue in DRR and infrastructure. Basic definitions and information on resilient infr
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Disaster Resilience of Infrastructures—A Comprehensive Concept with Case Studiesidual to society to the whole nation. The frequency of disasters has alarmed the country. Capacity building in disaster risk management requires strategic planning, political support, and significant technical implementation. After the Latur earthquake in 1993, the rivers, which caused floods in the
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Thickness Optimization of RC Jacket Applied as a Seismic Retrofit Measure on RC Structural Members terent retrofitting techniques in order to resist lateral loads generated due to earthquakes. The retrofitting of such structures enhances their seismic performance and helps in avoiding demolition of such structures. The objective of the present work is to identify the optimum thickness of the reinf
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