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    Discussion of “Survey of Practice to Determine Strength of In Situ Concrete from Core Tests” by John M. Hanson 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 005
    Author(s): F. Michael Bartlett
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Free Vibration Behavior of Prestressed Beams</i>” by K. Kanaka Raju and G. Venkateswara Rao (February, 1986, Vol. 112, No. 2) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): F. Michael Bartlett
    Publisher: American Society of Civil Engineers
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    Impact of New ACI 318 Flexural Resistance Factor on Bond Failures 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): Christopher R. Scollard; F. Michael Bartlett
    Publisher: American Society of Civil Engineers
    Abstract: Monte Carlo simulation is used to quantify the reliability of reinforced concrete cantilever beams without stirrups designed using ASCE 7-98 load factors with strength reduction factors given in Appendix C of ACI 318-99 ...
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    Secondary Prestressing Moments in Rehabilitated Posttensioned Bridges 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 002
    Author(s): Christopher R. Scollard; F. Michael Bartlett
    Publisher: American Society of Civil Engineers
    Abstract: Typical rehabilitation procedures for posttensioned slab bridges involve removing concrete from the top surface of the bridge, replacing corroded reinforcement, and resurfacing with new concrete. These permanently change ...
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    Mechanical Model for Unbonded Seven-Wire Tendon with Symmetric Wire Breaks 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 012
    Author(s): Colin MacDougall; F. Michael Bartlett
    Publisher: American Society of Civil Engineers
    Abstract: A mechanical model for unbonded seven-wire tendons with broken wires that accounts for the effects of interwire friction and contact forces between the tendon and surrounding concrete is derived. The model is an essential ...
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    Mechanical Model for Unbonded Seven-Wire Tendon with Single Broken Wire 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 012
    Author(s): Colin MacDougall; F. Michael Bartlett
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the derivation and experimental validation of a mechanical model for unbonded seven-wire prestressing tendons with a single broken outer wire. The model has practical significance because corrosion of ...
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    Wind Load Testing of Low Buildings to Failure at Model and Full Scale 

    Source: Natural Hazards Review:;2005:;Volume ( 006 ):;issue: 003
    Author(s): David Surry; Gregory A. Kopp; F. Michael Bartlett
    Publisher: American Society of Civil Engineers
    Abstract: Testing of buildings and their components to failure under realistic wind loading is difficult under controlled conditions and presents a significant limitation in optimizing building performance. On one hand, the temporal ...
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