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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Influence on Hydration and Microstructural Properties of Low-Carbon Cementitious Binder Modified wi heat of hydration. It was revealed that 0.6% HPMC addition and 15% FA replacement with cement significantly affect the strength properties. The microstructural study of the fractured surface of modified blended paste was homogeneous, rigid, and cohesive than that of unmodified paste after 28 and 90

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Montmorillonite Content of Expansive Soils and Its Relationship with Swelling and Consistency Propeof ?

DEBT

Computational Modeling of Wind Flow in an Urban Environment: A Case Study Navi Mumbai,ork software. Turbulence model of .–. is used in this study for external flow due to its accuracy and faster rate of convergence available in commercial CFD code. The analysis is carried out with different wind angles such as 0?, 90?, 180?, and 270?. From the results, occupancy comfort criteria are

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,Time–Frequency Analysis of Strong Ground Motions from the 2011 Sikkim Earthquake,issance studies are examined to tabulate significant details of the observed structural damage from six towns affected by the 2011 Sikkim earthquake. These damage observations are then correlated with the CWT representations of the seismic waves corresponding to these towns.

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腐爛

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Use of IDA to Estimate Variations in Drift Demands of Irregular RCC Buildings,e parts of the buildings experiencing significant drift demand. Near-field and fling-step ground motions affected the storeys with irregularities, the most and far-field ground motions affected the lower stories the most, irrespective of the presence or absence of any irregularities.

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A Simplified Incremental Dynamic Analysis Procedure Using SAP2000,s by IDA method. The paper elaborates a simplified step by step procedure to carry out IDA in SAP2000, scaling the IM within SAP2000 itself, thus eliminating the requirement of an additional software for scaling the time histories. The paper also elucidates interpretation of the desired performance

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Infilled Steel Frames Subjected to Seismic Loads,with masonry infills, and steel frame with precast panels. The above-mentioned models are analysed and designed for the static analysis using pushover analysis using SAP2000 software to obtain the steel beam and column sections for the structure by multiple iterations after analysing these finalised

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