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    Probabilistic Approach to the Solution of Inverse Problems in Civil Engineering 

    Source: Journal of Computing in Civil Engineering:;2008:;Volume ( 022 ):;issue: 006
    Author(s): Rambod Hadidi; Nenad Gucunski
    Publisher: American Society of Civil Engineers
    Abstract: A wide range of important problems in civil engineering can be classified as inverse problems. In such problems, the observational data regarding the performance of a system is known, and the characteristics of the system ...
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    Comparative Study of Static and Dynamic Falling Weight Deflectometer Back-Calculations Using Probabilistic Approach 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Rambod Hadidi; Nenad Gucunski
    Publisher: American Society of Civil Engineers
    Abstract: The falling weight deflectometer (FWD) test is the most widely accepted and used technique for nondestructive evaluation of pavements. In this test, the pavement response to the impulse load of a falling weight is analyzed ...
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    Optimal Collector Type and Temperature in a Solar Organic Rankine Cycle System for Building Scale Power Generation in Hot and Humid Climate 

    Source: Journal of Solar Energy Engineering:;2013:;volume( 135 ):;issue: 001:;page 11012
    Author(s): Rayegan, Rambod; Tao, Yong X.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The objective of this paper is to determine the optimal solar collector type and temperature of a buildingscale power generation system employing solar organic Rankine cycle (ORC) engine for a geothermal airconditioned net ...
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    Transverse Cracking of Concrete Bridge Decks: State-of-the-Art 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 005
    Author(s): Rambod Hadidi; M. Ala Saadeghvaziri
    Publisher: American Society of Civil Engineers
    Abstract: This state-of-the-art paper presents the results of a comprehensive literature review of the cause of transverse deck cracking. It includes compilation of experimental and analytical research results as well as survey ...
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    Transverse Cracking of Concrete Bridge Decks: Effects of Design Factors 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 005
    Author(s): M. Ala Saadeghvaziri; Rambod Hadidi
    Publisher: American Society of Civil Engineers
    Abstract: Early transverse cracking is one of the dominant forms of bridge deck defects experienced by a large number of transportation agencies. These cracks often initiate soon after the bridge deck is constructed, and they are ...
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    Vortex Shedding as a Mechanism for Free Emboli Formation in Mechanical Heart Valves 

    Source: Journal of Biomechanical Engineering:;2000:;volume( 122 ):;issue: 002:;page 125
    Author(s): Danny Bluestein; Edmond Rambod; Morteza Gharib
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The high incidence of thromboembolic complications of mechanical heart valves (MHV) limits their success as permanent implants. The thrombogenicity of all MHV is primarily due to platelet activation ...
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    Case Study of Ground-Source Heat Pump Applications in Hot and Humid Climates 

    Source: Journal of Architectural Engineering:;2015:;Volume ( 021 ):;issue: 001
    Author(s): Yimin; Zhu; Rambod; Rayegan; Yong; Tao
    Publisher: American Society of Civil Engineers
    Abstract: Despite the fact that the use of ground-source heat pumps (GSHPs) in cold and dry climates has been studied for decades, the technical and economic applicability of GSHPs in a hot and humid climate such as Florida is yet ...
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    Practical Tool to Accurately Estimate Tensile Stresses in Concrete Bridge Decks to Control Transverse Cracking 

    Source: Practice Periodical on Structural Design and Construction:;2003:;Volume ( 008 ):;issue: 002
    Author(s): Rambod Hadidi; M. Ala Saadeghvaziri; C. T. Thomas Hsu
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a simple method to estimate tensile stresses due to early age time dependent loadings in concrete bridge decks with full composite action between the deck and girder. These stresses can cause transverse ...
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