Titlebook: Recent Advances in Structural Engineering; Select Proceedings o K. S. Sreekeshava,Sreevalsa Kolathayar,N. Vinod Ch Conference proceedings 2

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Modified Steel Tubes of Wind Turbine Tower Subjected to Compression-Bending Loadthat among all the considered specimens innovative modified steel tubes could greatly reduce the buckling deformation and increased both ultimate and failure loads. The static analysis of innovative combined stiffened tubes signifies a remarkable improvement in the ultimate moment of 42.85% was reco

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Effectiveness of Concrete Jacketed Reinforced Concrete Frame Subjected to Non-linear Static Analysishover curve and FEMA 356 coefficient method. The Elastic stiffness for both i.e., the original and the jacketed frame has been calculated by finding out the slope of the elastic region in the pushover curve. The capacity curve obtained from the analysis done in SAP2000, the behaviour of the frame wa

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,Recent Advances in Structural Engineering—An Introduction,f structural members. In the contemporary construction landscape, where environmental concerns and resource limitations significantly influence design practices, the integration of sustainability principles into structural engineering has become imperative. The introductory section emphasizes the mu

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Analysis and Design of the Multi-storied Building with Floating Columns, at Various Seismic Zones in presents a detailed analysis of the behavior of floating column structures under seismic loads and evaluates their effectiveness in mitigating effects of earthquakes. The review highlights various design parameters such as column layout, structural configuration, and seismic provisions that play a

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Characteristics of Fiber Reinforced Polymer Piles Through Finite Element Modeling high strength, durability, and corrosion resistance. In this study, carbon fiber reinforcement polymer (CFRP) and basalt fiber reinforcement polymer (BFRP) are used for FRP piles. The major goal of this study is to assess the mechanical strength of piles with or without FRP. To achieve this goal, n

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Experimental Behaviour of Square High-Performance Concrete Slender Columns Under Different Loadingsuare high-performance slender (SHPS) columns were constructed and subjected to uniaxial and biaxial loading, with the aim of examining their performance. The key parameters investigated in the tests were the grade of HPC (ranging from M60 to M80), reinforcement ratios (ranging from 2.01 to 4.52%), a

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