Titlebook: Recent Developments in Structural Engineering, Volume 1; Manmohan Dass Goel,Ratnesh Kumar,Sangeeta S. Gadve Conference proceedings 2024 Th

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Prediction of Stress Fields in Particulate Polymer Composites Using Micromechanics-Based Artificialroperties. Typically, methods for predicting the mechanical behavior of such materials include tensile tests, finite element simulations, and numerical analysis. However, recent advances in artificial intelligence (AI) have enabled improved prediction of mechanical behavior of various materials. In

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Response of Aluminum and CFRP Plates to Successive Blast Loads,eric materials, performance evaluation of the plates made from such construction materials helps in selection and design of the most efficient protective structure. As the choice of material for the plates is crucial, affecting the overall blast performance, in this study, dynamic response of plates

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Incompetent

Preliminary Static Analysis of Suspension Bridges,etrical complexity. The study of suspension bridges consists of calculating initial element forces due to dead loads based on which the initial geometric stiffness is modified. Further, the live load analysis is done by superimposing its effects. Geometric stiffness is the most fundamental aspect of

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Cross-Section Based Performance Assessment of Buckling Restrained Braces,of these braces is the choice of the core cross-section of BRBs. In order to identify the most effective and practical BRB cross-section, nine different BRBs with various core cross-section configurations are investigated for hysteretic behavior and energy dissipation capacity using non-linear finit

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Experimental Analysis of Traditional Kath-Kuni Wall System,nd-cribbage’ or ‘timber laced masonry’), well-known as a building style which is seismic resistant. This construction methodology is never conventionally engineered and it is essential to know about their performance under gravitational and seismic conditions. In this study experimental investigatio

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Effect of Dynamic Material Strength on Blast Response of Earthquake-Resistant RC Buildings, four RC buildings, designed to resist various seismic demands with three different infill strengths, is examined under surface burst using an uncoupled approach. The time-histories of blast-induced loads are imposed directly on the beam-column joints that are exposed. Nonlinear dynamic response his

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