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    Effects of Preloading on Brittle Solids 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Sunil Karnawat; S. Yazdani
    Publisher: American Society of Civil Engineers
    Abstract: A general theory that addresses the preloading effects on the strength of brittle solids as a consequence of the progressive cracking is developed within the framework of continuum damage mechanics theories. To accommodate ...
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    Combined Plasticity and Damage Mechanics Model for Plain Concrete 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 007
    Author(s): S. Yazdani; H. L. Schreyer
    Publisher: American Society of Civil Engineers
    Abstract: A combined plasticity and damage mechanics model for concrete is developed within the general framework of the internal variable theory of thermodynamics. The necessity of using both plasticity and damage mechanics is ...
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    Performance Outcomes in Engineering Design Courses 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2007:;Volume ( 133 ):;issue: 001
    Author(s): N. Andersen; S. Yazdani; K. Andersen
    Publisher: American Society of Civil Engineers
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    A Method to Generate Damage Functions for Quasi-Brittle Solids 

    Source: Journal of Applied Mechanics:;2005:;volume( 072 ):;issue: 004:;page 553
    Author(s): D. Cope; S. Yazdani; J. W. Ju
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In continuum damage mechanics theories, damage functions are identified based on experimental records. These functions also serve as strain hardening-softening functions similar to the conventional ...
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    Evaluation of Coarse Aggregate Quality with respect to Current Specifications for Pavement Mixtures 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 002
    Author(s): A. Hardy; M. Abdelrahman; S. Yazdani
    Publisher: American Society of Civil Engineers
    Abstract: In many states, coarse aggregate specifications for pavement mixtures are outdated and do not reflect the current level of knowledge concerning desirable aggregate properties for pavement applications. Because the performance ...
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    Undrained Response of Clays to Varying Strain Rate 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author(s): Dinesh R. Katti; Jingpeng Tang; S. Yazdani
    Publisher: American Society of Civil Engineers
    Abstract: The undrained stress–deformation behavior of clays is significantly affected by the loading rate. Based on the observed experimental response, it is possible to model the strain rate response of clays as an apparent ...
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    Requirements on Damage Functions 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 001
    Author(s): S. Yazdani; Davis Cope; Kevin Very
    Publisher: American Society of Civil Engineers
    Abstract: A thermodynamically consistent constitutive model for brittle solids is presented. It is shown that damage functions, if not appropriately formulated, could lead to internal contradiction manifested in stress reversals. A ...
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    Pole Building Construction 

    Source: Practice Periodical on Structural Design and Construction:;2004:;Volume ( 009 ):;issue: 002
    Author(s): S. Yazdani; R. Henrichs; R. Osten
    Publisher: American Society of Civil Engineers
    Abstract: Pole building construction has gained popularity in the Midwestern United States due to its low cost and rapid construction applications. Farm and agricultural buildings, low-rise commercial units, and some storage facilities ...
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    Closure to “Retrofitting Building Frames for Snow Loads” by S. Yazdani, R. Henrichs, and R. Osten 

    Source: Practice Periodical on Structural Design and Construction:;2004:;Volume ( 009 ):;issue: 003
    Author(s): S. Yazdani; R. Henrichs; R. Osten
    Publisher: American Society of Civil Engineers
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    Retrofitting Building Frames for Snow Loads 

    Source: Practice Periodical on Structural Design and Construction:;2002:;Volume ( 007 ):;issue: 003
    Author(s): S. Yazdani; R. Henrichs; R. Osten
    Publisher: American Society of Civil Engineers
    Abstract: Many older buildings and farm buildings have been designed with snow load provisions that are lower than the present design code provisions. As a result, some of these buildings have experienced complete or partial roof ...
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