Titlebook: Sustainable Cities and Resilience; Select Proceedings o Indrajit Pal,Sreevalsa Kolathayar Conference proceedings 2022 The Editor(s) (if app

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Analytical Study on Single Span Reinforced Concrete Beam with Continuous Spiral Reinforcement Under , B2, B3, and B4. The analytical study is done using finite element software program the usage of ABAQUS. The present study investigated load versus deflection, stiffness, and torque versus the angle of twist. The analytical results are compared with theoretical results by using ACI and MacGregor me

aviator

,City Resilience and Sustainable Infrastructure—An Introduction, resilient infrastructure in construction, innovative construction interventions, waste management and disaster risk reduction, urban development and sustainability, and cross-cutting issues. Basic definitions and information on City Resilience and Sustainable Infrastructure are also included in the chapter.

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Analytical Study on Single Span Reinforced Concrete Beam with Continuous Spiral Reinforcement Under rying capacity and the deflection was observed in 0.001 mm. Compared to other types of stirrups (90°, 80°, and 45°), the maximum stiffness observed at 75° stirrups specimen (B3) is 6068.18 kN/m. Furthermore, specimen B3 (75°) resists nearly 81% of the angle of twist for the applied torque compared to 90° stirrups specimen (B1).

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GREEN

Risk and Resilience of Railway Infrastructure: An Assessment on Uncertainties of Rail Accidents to Iected to provide safety policies on the railway network. The research precisely conducts long-term global accident data sets that related to infrastructure failures. The data sets are analysed by using Bayes’ and decision tree methods through Python programming. One practical advantage of the study