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    Operational Structural Performances of Bridge Types by Deterioration Trends 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 002
    Author(s): Daniel N. Farhey
    Publisher: American Society of Civil Engineers
    Abstract: This paper demonstrates the analysis of the deterioration trends of the various types of bridge structural design and/or construction in the entire U.S. National Bridge Inventory, to derive and compare operational structural ...
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    Deterioration Trends and Structural Performances of Bridge Materials Using Deck Areas 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006
    Author(s): Daniel N. Farhey
    Publisher: American Society of Civil Engineers
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    Deterioration Trends and Structural Performances of Bridge Types Using Deck Areas 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003
    Author(s): Daniel N. Farhey
    Publisher: American Society of Civil Engineers
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    Operational Structural Performances of Bridge Types 

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 006
    Author(s): Daniel N. Farhey
    Publisher: American Society of Civil Engineers
    Abstract: This paper analyzes the raw database of the entire bridge inventory in the United States and derives distinctive bridge type-specific structural performances. The distributions, 15-year histories, and average ages of bridges ...
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    Performance of Bridge Materials by Structural Deficiency Analysis 

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 004
    Author(s): Daniel N. Farhey
    Publisher: American Society of Civil Engineers
    Abstract: The diagnostic concept of the structural deficiency of bridges is an essential engineering and management consideration with implications of performance. The structural deficiency analysis reflects the constructed system ...
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    Operational Structural Performances of Bridge Materials by Areas 

    Source: Journal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 004
    Author(s): Daniel N. Farhey
    Publisher: American Society of Civil Engineers
    Abstract: This paper evaluates the operational structural performances of the various kinds of bridge construction materials and/or structural designs, considering the deck areas of bridges, rather than their discrete counts. Deck ...
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    Long-Term Performance Monitoring of the Tech 21 All-Composite Bridge 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 003
    Author(s): Daniel N. Farhey
    Publisher: American Society of Civil Engineers
    Abstract: Tech 21 is the third all-composite vehicular bridge installed in the United States. The deck has sandwich configuration with a center core made by bonding orthotropic fiberglass and polyester tubes. The three trapezoidal ...
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    Performance Assessment of a Precast-Concrete, Buried, Small Arch Bridge 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 003
    Author(s): Manoochehr Zoghi; Daniel N. Farhey
    Publisher: American Society of Civil Engineers
    Abstract: Experimental field load-test and finite-element analysis were carried out for the performance assessment of a precast-concrete, modular, three-sided, low-profile, buried, arch bridge system. Finite-element analysis ...
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    Influence of Haunches on Performance of Precast-Concrete, Short-Span, Skewed Bridges with Integral Abutment Walls 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 002
    Author(s): Manoochehr Zoghi; Daniel N. Farhey; Anis Gawandi
    Publisher: American Society of Civil Engineers
    Abstract: Precast-concrete, skewed bridges with integral abutment walls are, typically, designed as simplified plane rigid portal frames, neglecting the degrading effects of the skew angle, the influence of haunches between the ...
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    RC Flat Slab‐Column Subassemblages under Lateral Loading 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 006
    Author(s): Daniel N. Farhey; Moshe A. Adin; David Z. Yankelevsky
    Publisher: American Society of Civil Engineers
    Abstract: Results of laboratory tests on four reinforced concrete flat slab‐interior column connections, carrying quasi‐static, cyclic, horizontal loadings are presented. The specimens, at about two‐thirds scale, had reinforcing ...
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