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    Ultimate Capacity of Earth‐Covered Slabs 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 010
    Author(s): S. A. Kiger
    Publisher: American Society of Civil Engineers
    Abstract: Three tests were conducted on identical one‐way reinforced concrete slabs. The tests were conducted using water over a waterproof membrane to apply a uniform surface pressure under three conditions: (1) With the test slab ...
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    Numerical Simulation and Verification of Curtain Wall Systems under Shock Pressure 

    Source: Practice Periodical on Structural Design and Construction:;2014:;Volume ( 019 ):;issue: 002
    Author(s): Nawar; Salim; Lusk; Kiger
    Publisher: American Society of Civil Engineers
    Abstract: When properly designed, framed, and anchored, blast-resistant laminates for curtain walls can greatly reduce or eliminate the hazard and injury from flying glass, and are capable of maintaining the integrity of a building ...
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    PIV Technique for the Simultaneous Measurement of Dilute Two-Phase Flows 

    Source: Journal of Fluids Engineering:;2000:;volume( 122 ):;issue: 004:;page 811
    Author(s): K. T. Kiger; C. Pan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A Particle Image Velocimetry (PIV) image processing technique has been developed which can be applied to solid-liquid two-phase turbulent flows. The main principle of the technique is to utilize ...
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    Stirrup Requirements for Blast‐Resistant Slabs 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 009
    Author(s): Stanley C. Woodson; Sam A. Kiger
    Publisher: American Society of Civil Engineers
    Abstract: Ten one‐way reinforced concrete slabs were tested to investigate the effects of shear stirrups and stirrup details on ultimate capacity and tensile membrane behavior. The slabs were rigidly restrained at the supports and ...
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    A Numerical and Experimental Investigation of Transitional Pulsatile Flow in a Stenosed Channel 

    Source: Journal of Biomechanical Engineering:;2005:;volume( 127 ):;issue: 007:;page 1147
    Author(s): N. Beratlis; E. Balaras; B. Parvinian; K. Kiger
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In the present paper, a closely coupled numerical and experimental investigation of pulsatile flow in a prototypical stenotic site is presented. Detailed laser Doppler velocimetry measurements ...
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    Dynamic Skin‐Friction Effects on Buried Arches 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author(s): S. A. Kiger; F. D. Dallriva; R. L. Hall
    Publisher: American Society of Civil Engineers
    Abstract: Loads induced by friction as the soil is compacted around embedded structures are especially difficult to quantify. To qualitatively investigate the relative importance of these loads, a dynamic test was conducted on two ...
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    Effect of Boundary Conditions on Buckling of Friction Piles 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 006
    Author(s): Mohammed A. Gabr; Jibai Wang; Sam A. Kiger
    Publisher: American Society of Civil Engineers
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    Modeling and Shock Tube Testing of Architectural Glazing Systems for Blast Resistance 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): M. Nawar; H. Salim; B. Lusk; S. Kiger
    Publisher: American Society of Civil Engineers
    Abstract: Building envelope is a critical line of defense against external explosions, and laminated glass can greatly reduce the hazard of flying shards. Blast-resistant glazing research exists, but few areas remain unexplored ...
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    Assessing the Effectiveness of Spreader Canals in Delivering Water to Marshes 

    Source: Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 010
    Author(s): David A. Chin; Patrick M. Kelly; Russell T. Kiger; Roy S. Sonenshein
    Publisher: American Society of Civil Engineers
    Abstract: Hydrodynamic modeling is usually necessary for predicting water deliveries to marshes from source reservoirs. A novel approach is developed that decouples the delivery structure hydraulics from the marsh hydrodynamics, ...
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