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Titlebook: Recent Advances in Materials, Mechanics and Structures; Select Proceedings o Suman Saha,A. S. Sajith,Pradip Sarkar Conference proceedings 2

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Analytical Study of Reduced Beam Section Under Cyclic Behavior,tress concentration over the column, the seismic impact on a structure is reduced. In addition, by enhancing the ductility of the beam, the use of RBS sections can improve seismic performance. It is recommended for welded joints since they are more prone to premature failure (Swati and Gaurang in Ca
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Universal Grey Number Systems for Uncertainty Quantification,ws and system complexities can all be sources of uncertainty. In addition, the action loads (live, wind and earthquake) applied to a structure during its lifetime are not deterministic, hence for the proper performance assessment of the structural system, it is essential to properly account for thes
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Identification of the Domain of Significance for Bidirectional Analysis Under Seismic Excitation,of period of vibration (.) and degree of inelasticity measured through response reduction factor (.). A parametrically defined SDOF system has been modeled using a bidirectional rotational spring. Oscillators with varying periods have been studied under idealized motions appropriately scaled to cove
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Structural Behaviour of Prestressed Concrete Hollow Core Slabs Under Elevated Temperature,ts behaviour under actual fire. Study on understanding the fire behaviour is essential for developing the hollow core slab with greater fire endurance. The model is developed incorporating the temperature-dependent material and thermal properties of M40 concrete grade as per Eurocode EN 1992-1-2 and
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The Effect on Concrete Strength by Partially Replacing Cement with Brick Kiln Dust and Fly Ash,oncrete of design mix M25, and also to determine the compressive strength as per Indian Standards. The result obtained after experimental investigation shows that the FA and BKD can be used in the production of concrete with an aim to reducing both global warming and cost of the cement concrete.
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Influence of Geometric Parameters in Self-damping Efficiency of Rectangular Liquid Storage Tanks,ign of the tank structure improves the self-damping of the sloshing liquid. An aspect ratio of less than ‘1’ results in the improved self-damping efficiency of the contained liquid mass. The effect of the vertical dimension of the tank on slosh damping is less significant compared with that of the horizontal dimension.
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