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    Stress Spikes in Pin and Hanger System of Truss Bridge 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 002
    Author(s): Sanjay Mehta
    Publisher: American Society of Civil Engineers
    Abstract: Several functional problems have been reported on pin and hanger system truss bridges, such as frozen pins, stress spikes in hangers, lack of expansion joint movements, etc. It has been difficult to develop a pin and hanger ...
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    Wind Load Provisions Ansi #A58.1‐1982 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Kishor C. Mehta
    Publisher: American Society of Civil Engineers
    Abstract: The wind load provisions of ANSI A58.1, published in 1982, contain the latest available pertinent data and technical knowledge. Summary of changes from the previous standard and background material for wind speed map, ...
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    Evaluation of FWD Data for Determination of Layer Moduli of Pavements 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 001
    Author(s): Yusuf Mehta; Reynaldo Roque
    Publisher: American Society of Civil Engineers
    Abstract: Falling weight deflectometer (FWD) testing has been done extensively in the past to assess structural condition and determine the moduli of pavement layers. The set of modulus values for pavement layers obtained from the ...
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    Some Aspects of Uncertainty in Computational Fluid Dynamics Results 

    Source: Journal of Fluids Engineering:;1991:;volume( 113 ):;issue: 004:;page 538
    Author(s): U. B. Mehta
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Uncertainties are inherent in computational fluid dynamics (CFD). These uncertainties need to be systematically addressed and managed. Sources of these uncertainties are identified and some aspects ...
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    Efficient Energy Dissipating Steel-Braced Frame to Resist Seismic Loads 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author(s): Murat Dicleli; Anshu Mehta
    Publisher: American Society of Civil Engineers
    Abstract: In this research, the seismic performance of a proposed efficient energy dissipating steel-braced frame (EEDBF) in relation to that of a moment-resisting frame (MRF) and chevron braced frame (CBF) is studied. The frame is ...
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    Cities as the Engine of Growth: Evidence from India 

    Source: Journal of Urban Planning and Development:;2011:;Volume ( 137 ):;issue: 002
    Author(s): Arup Mitra; Barjor Mehta
    Publisher: American Society of Civil Engineers
    Abstract: This paper estimates their contributions to total gross state domestic product in an attempt to revisit the issue of cities as the engine of growth. Because direct evidence on this aspect is missing, this paper uses the ...
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    Variability of the Tropical Ocean Surface Temperatures at Decadal–Multidecadal Timescales. Part I: The Atlantic Ocean 

    Source: Journal of Climate:;1998:;volume( 011 ):;issue: 009:;page 2351
    Author(s): Mehta, Vikram M.
    Publisher: American Meteorological Society
    Abstract: Gridded time series from the Global Ocean Surface Temperature Atlas were analyzed with a variety of techniques to identify spatial structures and oscillation periods of the tropical Atlantic sea surface temperature (SST) ...
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    In Memoriam: Michel K. Ochi 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): Ashish J.; Mehta
    Publisher: American Society of Civil Engineers
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    Meridionally Propagating Interannual-to-Interdecadal Variability in a Linear Ocean-Atmosphere Model 

    Source: Journal of Climate:;1992:;volume( 005 ):;issue: 004:;page 330
    Author(s): Mehta, Vikram M.
    Publisher: American Meteorological Society
    Abstract: Zonally symmetric sea level pressure perturbations have been observed to oscillate at 3?6-yr periods and travel from one polar region to the opposite polar region in approximately 10 years. Based on previous modeling of ...
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    Experimental and Numerical Investigation of Innovative Steel Beam–Column Welded Connection with Reduced Web Opening under Cyclic Loading 

    Source: Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 001:;page 04025115-1
    Author(s): Mehta, Rudradatta; Vesmawala, Gaurang
    Publisher: American Society of Civil Engineers
    Abstract: AbstractSteel beam column welded connection fails in steel moment resisting frame construction under earthquake strain. In this case, the analysis was performed with a steel web opening beam column welded connection and ...
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