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    Nonlinear Punching Shear Failure Model for Interior Slab-Column Connections 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Mary Beth D. Hueste; James K. Wight
    Publisher: American Society of Civil Engineers
    Abstract: A model for predicting punching shear failures at interior slab-column connections was developed based on experimental results obtained at various universities. This model has been incorporated into a new RC slab element ...
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    Live Load Distribution Factors for Spread Slab Beam Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
    Author(s): Tevfik Terzioglu; Mary Beth D. Hueste; John B. Mander
    Publisher: American Society of Civil Engineers
    Abstract: The design and construction of spread slab beam bridges is becoming commonplace in Texas. Although this relatively new class of bridge is somewhat similar to spread box beam bridges, it is unclear whether the existing live ...
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    Seismic Behavior of Wood Diaphragms in Pre-1950s Unreinforced Masonry Buildings 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): David F. Peralta; Joseph M. Bracci; Mary Beth D. Hueste
    Publisher: American Society of Civil Engineers
    Abstract: This paper documents an experimental testing program on the lateral in-plane behavior of pre-1950s existing and rehabilitated wood floor and roof diaphragms in unreinforced masonry buildings found in the Central and Eastern ...
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    Probabilistic Assessment of Structural Damage due to Earthquakes for Buildings in Mid-America 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): Jong-Wha Bai; Mary Beth D. Hueste; Paolo Gardoni
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides an approach to conduct a probabilistic assessment of structural damage due to seismic events with an application to typical building structures in mid-America. The developed methodology includes modified ...
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    Design and Constructability of Spread Slab-Beam Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 012
    Author(s): Tevfik Terzioglu; Dongqi Jiang; Mary Beth D. Hueste; John B. Mander
    Publisher: American Society of Civil Engineers
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    Experimental Investigation of a Full-Scale Spread Slab Beam Bridge 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): Tevfik Terzioglu; Dongqi Jiang; Mary Beth D. Hueste; John B. Mander; Gary T. Fry
    Publisher: American Society of Civil Engineers
    Abstract: The Texas Department of Transportation (TxDOT) uses precast prestressed concrete slab beams in a side-by-side configuration for short-span bridges in low-clearance areas. To reduce costs, a new bridge type called a spread ...
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    Probabilistic Models for the Tensile Strength of Corroding Strands in Posttensioned Segmental Concrete Bridges 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 010
    Author(s): Radhakrishna G. Pillai; Paolo Gardoni; David Trejo; Mary Beth D. Hueste; Kenneth F. Reinschmidt
    Publisher: American Society of Civil Engineers
    Abstract: The presence of air voids, moisture, and chlorides inside tendon systems on segmental posttensioned (PT) bridges has been cited as a reason for the early age corrosion and failure of strands in these bridges. This paper ...
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    Mechanical Property Prediction for High Early Strength Self-Consolidating Concrete 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 012
    Author(s): Young Hoon Kim; David Trejo; Hakan N. Atahan; Mary Beth D. Hueste
    Publisher: American Society of Civil Engineers
    Abstract: Concrete design codes include equations to estimate the modulus of rupture (MOR), modulus of elasticity (MOE), and splitting tensile strength (STS) of concrete based on the compressive strength. These equations have been ...
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    Predicting Residual Tensile Strength of Seven-Wire Strands Using That of Single Wires Exposed to Chloride Environments 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    Author(s): Radhakrishna G. Pillai; Kenneth F. Reinschmidt; David Trejo; Paolo Gardoni; Mary Beth D. Hueste
    Publisher: American Society of Civil Engineers
    Abstract: The steel strands in posttensioned (PT) concrete systems are typically embedded inside cementitious grout for protection from the environment. However, strands not embedded in grout have been observed in PT systems. The ...
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    Time-Variant Flexural Reliability of Posttensioned, Segmental Concrete Bridges Exposed to Corrosive Environments 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 008
    Author(s): Radhakrishna G. Pillai; David Trejo; Paolo Gardoni; Mary Beth D. Hueste; Kenneth Reinschmidt
    Publisher: American Society of Civil Engineers
    Abstract: Posttensioned (PT) bridges are used on major thoroughfares because they are economical structures for traversing long spans. Special inspections of these bridges have revealed corrosion of the strands at void locations in ...
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