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    Characterization of Three-Mode Combination Internal Resonances in Electrostatically Actuated Flexible–Flexible Microbeams 

    Source: Journal of Computational and Nonlinear Dynamics:;2024:;volume( 019 ):;issue: 012:;page 121010-1
    Author(s): Kumar, Praveen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Nonlinear intermodal coupling based on internal resonances in MEMS resonators has advanced significantly over the past two decades for various real-world applications. In this study, we demonstrate the existence of various ...
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    Risk Reduction by Automatic Seismic Shutoff 

    Source: Practice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 002
    Author(s): Praveen K. Malhotra
    Publisher: American Society of Civil Engineers
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    Seismic Response of Soil-Supported Unanchored Liquid-Storage Tanks 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): Praveen K. Malhotra
    Publisher: American Society of Civil Engineers
    Abstract: A systematic study is made of the effects of base uplifting on the seismic response of cylindrical liquid-storage tanks that are supported directly on flexible soil foundations. First, a detailed investigation is made of ...
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    Analysis of Different Test Methods for Quantifying Rutting Susceptibility of Asphalt Binders 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 007
    Author(s): Nikhil Saboo; Praveen Kumar
    Publisher: American Society of Civil Engineers
    Abstract: Various rutting susceptibility parameters for unmodified and modified bitumen were studied at three different temperatures of 40, 50, and 60°C. Wheel rut testing was also conducted on three different bituminous mixes at ...
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    Seismic Strengthening of Liquid-Storage Tanks with Energy-Dissipating Anchors 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 004
    Author(s): Praveen K. Malhotra
    Publisher: American Society of Civil Engineers
    Abstract: The seismic performance of liquid-storage steel tanks can be improved by anchoring them to their foundations with energy-dissipating devices rather than with conventional anchors. Case studies of two tanks are presented—one ...
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    Assembly Free Large Scale Modal Analysis on the Graphics Programmable Unit 

    Source: Journal of Computing and Information Science in Engineering:;2013:;volume( 013 ):;issue: 001:;page 11003
    Author(s): Yadav, Praveen; Suresh, Krishnan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Popular eigensolvers such as blockLanczos require repeated inversion of an eigenmatrix. This is a bottleneck in largescale modal problems with millions of degrees of freedom. On the other hand, the classic Rayleigh–Ritz ...
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    Large Scale Finite Element Analysis Via Assembly Free Deflated Conjugate Gradient 

    Source: Journal of Computing and Information Science in Engineering:;2014:;volume( 014 ):;issue: 004:;page 41008
    Author(s): Yadav, Praveen; Suresh, Krishnan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Largescale finite element analysis (FEA) with millions of degrees of freedom (DOF) is becoming commonplace in solid mechanics. The primary computational bottleneck in such problems is the solution of large linear systems ...
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    Return Period of Recorded Ground Motion 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): Praveen K. Malhotra
    Publisher: American Society of Civil Engineers
    Abstract: Ground motions recorded during earthquakes are often used to assess the seismic performance of structures affected by those ground motions. However, it is necessary to first establish the return period of the recorded ...
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    Analysis of Different Test Methods for Quantifying Rutting Susceptibility of Asphalt Binders 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 007
    Author(s): Nikhil Saboo; Praveen Kumar
    Publisher: American Society of Civil Engineers
    Abstract: Various rutting susceptibility parameters for unmodified and modified bitumen were studied at three different temperatures of 40, 50, and 60°C. Wheel rut testing was also conducted on three different bituminous mixes at ...
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    Laboratory Study on Moisture Susceptibility of Dense Graded Mixes 

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Praveen Kumar; P. Anand
    Publisher: American Society of Civil Engineers
    Abstract: Moisture damage is the degradation of the mechanical properties of the material attributable to the presence of moisture in its microstructure. To enhance the life of bituminous pavements, it is necessary to understand ...
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