Titlebook: Advances in Structural Engineering and Rehabilitation; Select Proceedings o Sondipon Adhikari,B. Bhattacharjee,J. Bhattacharje Conference p

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Advances in Structural Engineering and RehabilitationSelect Proceedings o

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https://doi.org/10.1007/978-3-322-83853-7asonry building, a 3D finite element model of unconfined brick masonry stack has been drawn here. The ANSYS modeling of plain brick masonry shows that masonry structure fails at the joint. Therefore, to impart ductility and strength in the stack, shear key of 4?mm diameter TMT bar of 1/8th, 1/6th, a

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Jürgen Friedrich,Karl-Heinz R?digerg the finite element method coupled with multivariate adaptive regression splines surrogate (MARS) model. The combined effects of uncertainty in material properties on the natural frequency are examined. The power law is employed for gradation of material properties across the depth of FGM plate, wh

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https://doi.org/10.1007/978-3-322-92140-6pulation and globalization, there is very less land available for construction purposes; thus, the need of high-rise buildings which are capable enough to resist seismic forces is of much importance. Designing the members of such a high-rise building is being very repetitive and time-consuming, so t

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https://doi.org/10.1007/978-3-642-56335-5ve and time-consuming. This paper describes a finite element analysis of profiled deck composite slab using ANSYS. The main objective is to understand the deflection as well as slip characteristics of composite slab. For this study, simply supported slab is considered with variation of three paramet

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https://doi.org/10.1007/978-3-642-46934-3ation of the vertical spaces in the form of high-rise buildings and reduce the horizontally vast design popular in the previous era. However, this step not only enhances the criticality of the design processes but also increases our dependency on design codes. Talking specifically about India, the d