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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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    Data-Based Probabilistic Damage Estimation for Asphalt Shingle Roofing 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 012
    Author(s): Guoqing Huang; Hua He; Kishor C. Mehta; Xiaobo Liu
    Publisher: American Society of Civil Engineers
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    Strength and Stability of Earth Covered Dome Shells 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Richard A. Behr; Kishor C. Mehta; Ernst W. Kiesling
    Publisher: American Society of Civil Engineers
    Abstract: Earth sheltered housing is a viable means of achieving superior energy performance, lower maintenance cost, and protection from extreme weather. Despite demonstrated potential for large‐scale acceptance in the housing ...
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    Closure to “<i>Procedure for Predicting Wind Damage to Buildings</i>” by Kishor C. Mehta, James R. McDonald, and Douglas A. Smith (November, 1981) 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Kishor C. Mehta; James R. McDonald; Douglas A. Smith
    Publisher: American Society of Civil Engineers
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    Full-Scale Measurements to Investigate Rain–Wind Induced Cable-Stay Vibration and Its Mitigation 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 003
    Author(s): R. Scott Phelan; Partha P. Sarkar; Kishor C. Mehta
    Publisher: American Society of Civil Engineers
    Abstract: Large-amplitude vibrations are known to occur in the main stays of cable-stayed bridges in the presence of rain and wind. Although this problem first surfaced in many bridges around the world in the mid-1980s, it was not ...
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    Identification of Vortex-Induced-Response Parameters in Time Domain 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 011
    Author(s): Himanshu Gupta; Partha P. Sarkar; Kishor C. Mehta
    Publisher: American Society of Civil Engineers
    Abstract: A single-degree-of-freedom mathematical model for describing vortex-induced response of a structure at “lock-in” includes certain aeroelastic parameters that need to be extracted from wind tunnel tests. The methods available ...
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