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    Discussion of “<i>Combined Membrane and Flexural Reinforcement in Plates and Shells</i>” by Ajaya K. Gupta (March, 1986, Vol. 112, No. 3) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): C. T. Morley
    Publisher: American Society of Civil Engineers
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    Pseudolite Augmentation for OTF Ambiguity Resolution in Shipborne Mode 

    Source: Journal of Surveying Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): T. Morley; G. Lachapelle
    Publisher: American Society of Civil Engineers
    Abstract: The use of a shore-based pseudolite to augment DGPS for on-the-fly (OTF) carrier phase ambiguity resolution in the marine environment is investigated. OTF ambiguity resolution results in cm-level tridimensional accuracies. ...
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    Arc‐Length Method for Passing Limit Points in Structural Calculation 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 001
    Author(s): W. F. Lam; C. T. Morley
    Publisher: American Society of Civil Engineers
    Abstract: A new solution procedure is presented, based on the arc‐length method, for passing limit points (load or displacement peaks) in nonlinear finite element analysis of structures. In addition to the usual equilibrium equations, ...
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    Effectiveness Factor of Concrete in Continuous Deep Beams 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): A. F. Ashour; C. T. Morley
    Publisher: American Society of Civil Engineers
    Abstract: An upper-bound analysis of reinforced-concrete continuous deep beams is presented. The concrete is assumed as a rigid–perfectly plastic material obeying the modified Coulomb failure criteria with zero tension cutoff. Two ...
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    Modified Push-Off Testing of an Inclined Shear Plane in Reinforced Concrete Strengthened with CFRP Fabric 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Robert M. Foster; Chris T. Morley; Janet M. Lees
    Publisher: American Society of Civil Engineers
    Abstract: This study reports the findings of an experimental investigation into the behavior of an inclined shear plane in reinforced concrete, such as a diagonal crack in the web of a beam, strengthened with externally bonded carbon ...
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    Shear Capacity of Reinforced Concrete T-Beams Retrofit with Externally Bonded CFRP Fabric: A New Perspective 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author(s): Robert M. Foster; Chris T. Morley; Janet M. Lees
    Publisher: ASCE
    Abstract: Unanchored U-wrapped externally bonded carbon-fiber-reinforced polymer (CFRP) fabrics are widely used to increase the design shear strength of existing reinforced concrete slab-on-beam structures, but current design models ...
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    Shear Capacity of Reinforced Concrete Subjected to Tension: Experimental Results and Analysis 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Robert M. Foster; Savan Haria; Chris T. Morley; Janet M. Lees
    Publisher: American Society of Civil Engineers
    Abstract: This study applies a plastic approach to the analysis of shear at a joint or interface in reinforced concrete. Push-off tests have been used historically to investigate combinations of shear and compression across an ...
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    Experimental Investigation of Reinforced Concrete T-Beams Strengthened in Shear with Externally Bonded CFRP Sheets 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 002
    Author(s): Robert M. Foster; Monika Brindley; Janet M. Lees; Tim J. Ibell; Chris T. Morley; Antony P. Darby; Mark C. Evernden
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation was undertaken into the effectiveness of unanchored and anchored externally bonded (EB) U-wrapped carbon fiber–reinforced polymer (CFRP) shear strengthening for reinforced concrete T-beams at ...
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