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    Reliability-Based Partial Safety Factors in Cantilever Construction of Concrete Bridges 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): Juan R. Casas
    Publisher: American Society of Civil Engineers
    Abstract: One of the most important aspects of the construction of concrete bridges using the balanced cantilever method is the limit state of the loss of stability by overturning. This problem is especially relevant because of the ...
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    Fatigue Reliability Analysis of Prestressed Concrete Bridges 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 012
    Author(s): César Crespo-Minguillón; Juan R. Casas
    Publisher: American Society of Civil Engineers
    Abstract: A model for the fatigue analysis of prestressed concrete bridges is developed. The uncertainties in the geometrical and mechanical variables involved in the problem are included. Traffic actions, thermal effects, and ...
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    Structural Damage Identification from Dynamic‐Test Data 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 008
    Author(s): Juan R. Casas; Angel C. Aparicio
    Publisher: American Society of Civil Engineers
    Abstract: The paper deals with a methodology for the use of dynamic response as an inspection and surveillance tool for concrete structures (mainly bridges). The method is based upon a finite‐element analysis for identification of ...
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    Closure to “Structural Damage Identification from Dynamic‐Test Data” by Juan R. Casas and Angel C. Aparicio 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 001
    Author(s): Juan R. Casas; Angel C. Aparicio
    Publisher: American Society of Civil Engineers
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    Externally Prestressed High Strength Concrete Viaduct 

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 004
    Author(s): Angel C. Aparicio; Gonzalo Ramos; Juan R. Casas
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an externally prestressed high strength concrete viaduct designed and erected in Spain. This viaduct, a three-span (41 + 50 + 41 m) continuous beam, has been designed and built with a 60-MPa strength ...
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