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    Numerical Modeling of Seismic Response of Rigid Foundation on Soft Soil 

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 006
    Author(s): M. H. Rayhani; M. H. El Naggar
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model was developed to simulate the response of two instrumented, centrifuge model tests on soft clay and to investigate the factors that affect the seismic ground response. The centrifuge tests simulated the ...
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    Gear Forging: Mathematical Modeling and Experimental Validation 

    Source: Journal of Manufacturing Science and Engineering:;2003:;volume( 125 ):;issue: 004:;page 753
    Author(s): M. H. Sadeghi
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A useful facility to the adaptation of precision gear forging by industry, is a quick method of load and flow predictions. In this work, the process of precision forging spur and helical ...
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    Transient Thermal Stresses in Plates Having a Distributed Source and Arbitrary Time-Dependent Surroundings 

    Source: Journal of Applied Mechanics:;1969:;volume( 036 ):;issue: 002:;page 348
    Author(s): M. H. Cobble
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Discussion: “Evaluation of a High Performance Fixed-Ratio Traction Drive” (Loewenthal, S. H., Anderson, N. E., and Rohn, D. A., 1981, ASME J. Mech. Des., 103, pp. 410–417) 

    Source: Journal of Mechanical Design:;1981:;volume( 103 ):;issue: 002:;page 417
    Author(s): M. H. Sheiter
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Comparison of Bond Strength of Steel Bars in Normal- and High-Strength Concrete 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 004
    Author(s): M. H. Harajli
    Publisher: American Society of Civil Engineers
    Abstract: A comparative analytical study of the average bond strength at failure of reinforcing bars embedded in unconfined normal-strength concrete (NSC) and high-strength concrete (HSC) is undertaken. The analysis makes use of an ...
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    Bond Behavior in Steel Fiber-Reinforced Concrete Zones under Static and Cyclic Loading: Experimental Evaluations and Analytical Modeling 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 007
    Author(s): M. H. Harajli
    Publisher: American Society of Civil Engineers
    Abstract: There is a renewed interest in using steel fiber reinforcement within the critical hinging regions of reinforced concrete (RC) members as a means for improving their seismic response. Examples include beam-column joints, ...
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    Finite Deformation of Soft Tissue: Analysis of a Mixture Model in Uni-Axial Compression 

    Source: Journal of Biomechanical Engineering:;1986:;volume( 108 ):;issue: 004:;page 372
    Author(s): M. H. Holmes
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The dynamic finite deformational behavior of a biphasic model for soft hydrated tissue is examined. In the case of uni-axial confined compression the displacement and stress fields are derived ...
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    Wavelets Galerkin Method for the Fractional Subdiffusion Equation 

    Source: Journal of Computational and Nonlinear Dynamics:;2016:;volume( 011 ):;issue: 006:;page 61014
    Author(s): Heydari, M. H.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The time fractional subdiffusion equation (FSDE) as a class of anomalous diffusive systems has obtained by replacing the time derivative in ordinary diffusion by a fractional derivative of order 0<α<1. Since analytically ...
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    Limits of Reasonable Planning 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Carlos M. H. Stegmann
    Publisher: American Society of Civil Engineers
    Abstract: In the last half‐century, strange notions about planning have taken hold in the technological community. Their origin can be traced to the socialist idea of total planning, but engineers and planners are usually unaware ...
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    Closure to “Limits of Reasonable Planning” by Carlos M. H. Stegmann 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1995:;Volume ( 121 ):;issue: 004
    Author(s): Carlos M. H. Stegmann
    Publisher: American Society of Civil Engineers
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