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    Water Quality Modeling of Upper Mississippi River and Lake Pepin 

    Source: Journal of Environmental Engineering:;1995:;Volume ( 121 ):;issue: 010
    Author(s): Wu-Seng Lung; Catherine E. Larson
    Publisher: American Society of Civil Engineers
    Abstract: There has been concern over the eutrophication in Lake Pepin in recent years, particularly following algal blooms and fish kills in 1988. Currently, the Metropolitan Wastewater Treatment Plant is the largest point source ...
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    Closure to “Reconsideration of Initiation of Liquefaction in Sandy Soils” by Catherine E. Fear and Edward C. McRoberts 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author(s): Catherine E. Fear; Edward C. McRoberts
    Publisher: American Society of Civil Engineers
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    Effective Weld Length for HSS T, Y, and X Connections 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 010
    Author(s): Jeffrey A. Packer; Catherine E. Cassidy
    Publisher: American Society of Civil Engineers
    Abstract: The effective length of the perimeter weld around the branch member in axially loaded rectangular hollow structural section (HSS), T, and X connections is examined experimentally. By means of 16 full-scale connection tests, ...
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    Reconsideration of Initiation of Liquefaction in Sandy Soils 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author(s): Catherine E. Fear; Edward C. McRoberts
    Publisher: American Society of Civil Engineers
    Abstract: The Berkeley trigger criterion for evaluating the potential for earthquake-induced phenomena in sandy soils is reviewed in this paper. The historical database comprising the criterion is reconsidered using a consistent ...
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    Long-Term Monitoring Strategy for Time-Dependent Deflections of Posttensioned Concrete Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 011
    Author(s): Brock D. Hedegaard; Catherine E. W. French; Carol K. Shield
    Publisher: American Society of Civil Engineers
    Abstract: A monitoring strategy for investigating the long-term longitudinal deflections at the expansion joints of the I-35W St. Anthony Falls Bridge was developed as a means of inferring the integrity of the bearings. During the ...
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    Time-Dependent Monitoring and Modeling of I-35W St. Anthony Falls Bridge. II: Finite-Element Modeling 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 007
    Author(s): Brock D. Hedegaard; Catherine E. W. French; Carol K. Shield
    Publisher: American Society of Civil Engineers
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    T-Shaped RC Structural Walls Subjected to Multidirectional Loading: Test Results and Design Recommendations 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Beth L. Brueggen; Catherine E. French; Sri Sritharan
    Publisher: American Society of Civil Engineers
    Abstract: Two T-shaped reinforced concrete wall specimens were subjected to reversed cyclic loading quasi-statically to failure. Both represented half-scale wall assemblages of a 6-story prototype building. Modifications to the wall ...
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    Performance of a Prestressed Concrete Pedestrian Bridge System under Equivalent Static Lateral Impact Loads 

    Source: Journal of Performance of Constructed Facilities:;2013:;Volume ( 027 ):;issue: 004
    Author(s): Eray; Baran; Arturo E.; Schultz; Catherine E.; French
    Publisher: American Society of Civil Engineers
    Abstract: The resistance of prestressed concrete through-girder (PCTG) pedestrian bridges to lateral loads was studied in response to the increasing number of vehicular impacts in the United States. This research was motivated by ...
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    Behavior of Girder-Floor Beam Connections in Prestressed Concrete Pedestrian Bridges Subjected to Lateral Impact Loads 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Eray Baran; Arturo E. Schultz; Catherine E. French
    Publisher: American Society of Civil Engineers
    Abstract: Each year a large number of concrete bridges are subjected to impact by overheight vehicles or vehicles carrying overheight objects. Most bridge owners in the United States are concerned with the increasing trend of bridges ...
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    Smeared-Bar Model for Viscoelastic Analysis of Uncracked Reinforced Concrete Structures 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): Brock D. Hedegaard; Carol K. Shield; Catherine E. W. French
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a technique for computing the time-dependent behavior of reinforced and prestressed concrete as a composite material. This technique, when implemented in a finite-element model and assuming that the ...
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