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    Effect of Soil Flow Changes on Structure Loads 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 012
    Author(s): James T. Baylot
    Publisher: American Society of Civil Engineers
    Abstract: Current methods of analyzing the response of buried structures to ground shock loads consider the effects of structure response on structure loads, but do not consider the effects of structure motion on the soil flow near ...
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    Response of 1/4-Scale Concrete Masonry Unit (CMU) Walls to Blast 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 002
    Author(s): Scott T. Dennis; James T. Baylot; Stanley C. Woodson
    Publisher: American Society of Civil Engineers
    Abstract: The exterior walls of conventional structures are often constructed using concrete masonry units (CMUs), commonly called concrete blocks. A series of experiments was conducted at the U.S. Army Engineer Research and Development ...
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    Modeling Concrete Masonry Walls Subjected to Explosive Loads 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 009
    Author(s): Christopher D. Eamon; James T. Baylot; James L. O’Daniel
    Publisher: American Society of Civil Engineers
    Abstract: Concrete masonry unit walls subjected to blast pressure were analyzed with the finite element method, with the goal of developing a computationally efficient and accurate model. Wall behavior can be grouped into three modes ...
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    Blast Response of Lightly Attached Concrete Masonry Unit Walls 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): James T. Baylot; Billy Bullock; Thomas R. Slawson; Stanley C. Woodson
    Publisher: American Society of Civil Engineers
    Abstract: Exterior wall panels of structures are often constructed of concrete masonry units (CMUs), commonly known as concrete blocks. These walls may become a debris hazard to building occupants when high explosives, for example, ...
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    Lattice Discrete Particle Model for Fiber-Reinforced Concrete. II: Tensile Fracture and Multiaxial Loading Behavior 

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Edward A. Schauffert; Gianluca Cusatis; Daniele Pelessone; James L. O’Daniel; James T. Baylot
    Publisher: American Society of Civil Engineers
    Abstract: In Part I of this two-part study, a theory is provided for the extension of the lattice discrete particle model (LDPM) to include fiber reinforcing capability. The resulting model, LDPM-F, is calibrated and validated in ...
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