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    Experimental Study of the Core-Drilling Method for Evaluating In Situ Stresses in Concrete Structures 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
    Author(s): Michael J. McGinnis; Stephen Pessiki
    Publisher: American Society of Civil Engineers
    Abstract: The core-drilling method (CDM) is a stress-relief technique used to determine in situ stresses in concrete. A small hole is drilled into the concrete of a structure and the resulting displacements are measured and then ...
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    Analytical and Experimental Lateral Load Behavior of Unbonded Posttensioned Precast Concrete Walls 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Felipe J. Perez; Richard Sause; Stephen Pessiki
    Publisher: American Society of Civil Engineers
    Abstract: The use of unbonded posttensioned (UPT) precast concrete walls with horizontal joints as the primary lateral load resisting system in seismic zones has been considered in several previous studies. This paper introduces a ...
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    Experimental Study of the Core-Drilling Method for Evaluating In Situ Stresses in Concrete Structures 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
    Author(s): Michael J. McGinnis; Stephen Pessiki
    Publisher: American Society of Civil Engineers
    Abstract: The core-drilling method (CDM) is a stress-relief technique used to determine in situ stresses in concrete. A small hole is drilled into the concrete of a structure and the resulting displacements are measured and then ...
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    Precast Concrete Floor Framing Systems to Accommodate Nonstructural Requirements 

    Source: Journal of Architectural Engineering:;1997:;Volume ( 003 ):;issue: 003
    Author(s): E. Sarah Slaughter; Richard S. Sause; Stephen Pessiki
    Publisher: American Society of Civil Engineers
    Abstract: To increase the efficiency of precast concrete buildings throughout their expected life, a set of criteria for structural floor framing systems was developed to explicitly accommodate nonstructural requirements. The ...
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    Forensic Examination of a Noncomposite Adjacent Precast Prestressed Concrete Box Beam Bridge 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 004
    Author(s): Clay Naito; Richard Sause; Ian Hodgson; Stephen Pessiki; Thomas Macioce
    Publisher: American Society of Civil Engineers
    Abstract: On the evening of December 27, 2005 the fascia beam supporting the east side parapet wall of the third span of the Lake View Drive Bridge failed under the action of dead load. To gain insight into the potential causes of ...
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    Axial Behavior of Reinforced Concrete Columns Confined with FRP Jackets 

    Source: Journal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 004
    Author(s): Stephen Pessiki; Kent A. Harries; Justin T. Kestner; Richard Sause; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental investigation of the axial behavior of small-scale circular and square plain concrete specimens and large-scale circular and square reinforced concrete columns confined ...
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