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    Cyclic Load Behavior of Bolted Timber Joint 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 010
    Author(s): Robert E. Abendroth; Terry J. Wipf
    Publisher: American Society of Civil Engineers
    Abstract: Tests investigating the fatigue performance of a bolted timber buttsplice connection containing wood splits are presented. Relationships of compressive axial load to joint slip at the bolt nut and of load to average and ...
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    Development of Live-Load Distribution Factors for Glued-Laminated Timber Girder Bridges 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 002
    Author(s): Fouad Fanous; Jeremy May; Terry Wipf
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents simple relationships for calculating live-load distribution factors for glued-laminated timber girder bridges with glued-laminated timber deck panels. Analytical models were developed using the
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    Lateral Live-Load Distribution Characteristics of Simply Supported Steel Girder Bridges Loaded with Implements of Husbandry 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 004
    Author(s): Junwon; Seo; Brent; Phares; Terry J.; Wipf
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the effect of agricultural live-loads on lateral load distribution characteristics of girder bridges on rural roadways in the United States. In this study, load distribution factors for bridges subjected ...
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    Longitudinal Glued Laminated Timber Bridge Modeling 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Terry J. Wipf; F. Wayne Klaiber; Robert W. Funke
    Publisher: American Society of Civil Engineers
    Abstract: A finite element model is used to study the behavior of a glued, laminated, longitudinal‐deck highway bridge. The bridge, which was developed for short to medium spans, offers a competitive alternative to steel and reinforced ...
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    Review of Nondestructive Evaluation Techniques of Civil Infrastructure 

    Source: Journal of Performance of Constructed Facilities:;1997:;Volume ( 011 ):;issue: 004
    Author(s): Kevin L. Rens; Terry J. Wipf; F. Wayne Klaiber
    Publisher: American Society of Civil Engineers
    Abstract: To properly maintain our public infrastructure, civil engineers must learn new methods of inspection technology. Current inspection techniques required for our nation's bridges as well as locks and dams primarily consist ...
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    Repair of Steel Composite Beams with Carbon Fiber-Reinforced Polymer Plates 

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 002
    Author(s): Abdullah H. Al-Saidy; F. W. Klaiber; T. J. Wipf
    Publisher: American Society of Civil Engineers
    Abstract: One significant cause of deterioration of steel bridge structures is the corrosion due to extensive use of deicing salts in winter weather. The investigation presented in this paper focused on the behavior of steel composite ...
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    Field Validation of a Statistical-Based Bridge Damage-Detection Algorithm 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 011
    Author(s): Brent; Phares; Ping; Lu; Terry; Wipf; Lowell; Greimann; Junwon; Seo
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a field validation of a second-generation, statistical-based damage-detection algorithm and its ability to detect actual damage in bridges accurately. The algorithm had been theoretically validated ...
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    Review of Nondestructive Evaluation Techniques of Civil Infrastructure 

    Source: Journal of Performance of Constructed Facilities:;1999:;Volume ( 013 ):;issue: 001
    Author(s): Allen G. Davis; Kevin L. Rens; Terry J. Wipf; F. Wayne Klaiber
    Publisher: American Society of Civil Engineers
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    Design Methodology for Strengthening of Continuous-Span Composite Bridges 

    Source: Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 003
    Author(s): H. A. El-Arabaty; F. W. Klaiber; F. S. Fanous; T. J. Wipf
    Publisher: American Society of Civil Engineers
    Abstract: Increases in legal-load limits as well as lack of maintenance has rendered a large number of bridges in the United States deficient and in need of rehabilitation or strengthening. Many of these bridges are classified as ...
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    Approaches to Improving the Quality of Construction Drawings from Owner’s Perspective 

    Source: Journal of Construction Engineering and Management:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Zhili Gao; Russell C. Walters; Edward J. Jaselskis; Terry J. Wipf
    Publisher: American Society of Civil Engineers
    Abstract: Members of the construction project team (e.g., owner, designer, and contractor) have increasingly become more interested in and concerned about improving communications, coordination, and cooperation during the drawing ...
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