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    Behavior of Shear Studs Subjected to Fully Reversed Cyclic Loading 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): Scott A. Civjan; Prabhjeet Singh
    Publisher: American Society of Civil Engineers
    Abstract: A series of experimental and analytical tests on modified composite push-out specimens and bare steel shear studs were performed to investigate the behavior of shear studs subjected to fully reversed cyclic load. Of specific ...
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    Parametric Study on Effects of Pile Orientation in Integral Abutment Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Brooke H. Quinn; Scott A. Civjan
    Publisher: American Society of Civil Engineers
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    Application of Fiber Reinforced Polymer Overlays to Extend Steel Fatigue Life 

    Source: Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 004
    Author(s): Sean C. Jones; Scott A. Civjan
    Publisher: American Society of Civil Engineers
    Abstract: An experimental and analytical study was conducted to investigate the effectiveness of applying carbon fiber reinforced polymer (CFRP) overlays to steel fatigue tension coupons to prolong fatigue life. Specimens were either ...
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    Field and Analytical Studies of the First Folded-Plate Girder Bridge 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): Scott A. Civjan; Man Hou Sit; Sergio F. Breña
    Publisher: American Society of Civil Engineers
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    Terrazzo Design: Avoiding Stress-Related Deterioration and Cracking 

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 006
    Author(s): Scott A. Civjan; Michael J. Mitchell; Ray Mann
    Publisher: American Society of Civil Engineers
    Abstract: Terrazzo is a high-grade flooring widely specified by architects for its aesthetic and durable characteristics. However, misunderstanding of material behavior and specifications can result in early deterioration, leading ...
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    Retrofit of Pre-Northridge Moment-Resisting Connections 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author(s): Scott A. Civjan; Michael D. Engelhardt; John L. Gross
    Publisher: American Society of Civil Engineers
    Abstract: An experimental program was undertaken to evaluate methods to retrofit existing steel moment connections for improved seismic performance. Six full-scale subassemblages were tested under cyclic loading. Typical pre-Northridge ...
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    Slab Effects in SMRF Retrofit Connection Tests 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author(s): Scott A. Civjan; Michael D. Engelhardt; John L. Gross
    Publisher: American Society of Civil Engineers
    Abstract: A series of six full-scale subassemblages were tested to investigate dogbone and haunch retrofits for pre-Northridge steel moment connections. Tests included matched pairs of specimens, one bare steel and one including ...
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    Deterioration of Terrazzo 

    Source: Journal of Architectural Engineering:;2011:;Volume ( 017 ):;issue: 002
    Author(s): Scott A. Civjan; Michael J. Mitchell; David Fortin; Ray Mann
    Publisher: American Society of Civil Engineers
    Abstract: Terrazzo installation is often perceived as an art, left to individual contractors and craftsmen to implement tried-and-true application and repair methods. In this context, architects and engineers often relegate themselves ...
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    Evaluation of Seasonal and Yearly Behavior of an Integral Abutment Bridge 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 003
    Author(s): Sergio F. Breña; Christine H. Bonczar; Scott A. Civjan; Jason T. DeJong; Daniel S. Crovo
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the field performance evaluation of an integral abutment bridge constructed in Massachusetts that was monitored for a period of three years. Emphasis is primarily made on observed seasonal and yearly ...
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    Integral Abutment Bridge Behavior: Parametric Analysis of a Massachusetts Bridge 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 001
    Author(s): Scott A. Civjan; Christine Bonczar; Sergio F. Breña; Jason DeJong; Daniel Crovo
    Publisher: American Society of Civil Engineers
    Abstract: Integral abutment bridges are often a preferred bridge type for moderate spans throughout the United States. However, design methods and construction details vary from state to state. Variations between states are noted ...
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