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    Prediction of Bearing Capacity of Geogrid-Reinforced Stone Columns Using Support Vector Regression 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 002
    Author(s): Debnath P.;Dey A. K.
    Publisher: American Society of Civil Engineers
    Abstract: The prediction of the bearing capacity (qrs) of unreinforced sand bed and geogrid-reinforced sand bed resting over a group of stone columns floating in soft clay is an important task due to the complex geometry and uncertainty ...
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    Evaluation of Design Guidelines for the Serviceability Assessment of Aluminum Pedestrian Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 001
    Author(s): P. Dey; S. Narasimhan; S. Walbridge
    Publisher: American Society of Civil Engineers
    Abstract: Serviceability issues related to lightweight pedestrian bridges have attracted a great deal of attention in the literature since the London Millennium Bridge incident, which involved large amplitude motions during its ...
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    Evaluation of Design Provisions for Pedestrian Bridges Using a Structural Reliability Framework 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 002
    Author(s): P. Dey; S. Walbridge; S. Narasimhan
    Publisher: American Society of Civil Engineers
    Abstract: The design of pedestrian bridges (PBs) is typically governed by the serviceability limit state under human-induced excitation. A comprehensive evaluation of the reliability level achieved in designing for this limit state ...
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    Vibration of Thick and Thin Plates Using a New Triangular Element 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 011
    Author(s): A. H. Sheikh; P. Dey; D. Sengupta
    Publisher: American Society of Civil Engineers
    Abstract: A triangular element based on Reissner–Mindlin plate theory is developed and it is applied to free vibration analysis of plates in different situations. The element has three corner nodes, three mid-side nodes and an ...
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    Performance of Pedestrian-Load Models through Experimental Studies on Lightweight Aluminum Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 008
    Author(s): P. Dey; A. Sychterz; S. Narasimhan; S. Walbridge
    Publisher: American Society of Civil Engineers
    Abstract: Aluminum structures provide a high strength-to-weight ratio, are corrosion resistant, and are esthetically pleasing. Hence, their use in bridge construction has recently begun to increase, especially for pedestrian bridges. ...
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