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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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    Novel Isolation Device for Protection of Cable-Stayed Bridges against Near-Fault Earthquakes 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 008
    Author(s): Mohammed; Ismail; Joan R.; Casas
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the near-fault (NF) seismic performance of a novel isolation system, referred to as the roll-n-cage (RNC) isolator, considering the cable-stayed Bill Emerson Memorial Bridge in Missouri. The RNC ...
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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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    WIM-Based Live-Load Model for Advanced Analysis of Simply Supported Short- and Medium-Span Highway Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
    Author(s): Giorgio Anitori; Joan R. Casas; Michel Ghosn
    Publisher: American Society of Civil Engineers
    Abstract: The accuracy of bridge system safety evaluations and reliability assessments obtained through refined structural analysis procedures depends on the proper modeling of traffic load effects. While the live-load models specified ...
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    Normalized Test for Prediction of Debonding Failure in Concrete Elements Strengthened with CFRP 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 006
    Author(s): G. Ramos; J. R. Casas; A. Alarcón
    Publisher: American Society of Civil Engineers
    Abstract: This work presents the results of an experimental research program, carried out at the Technical University of Catalonia, to study the debonding behavior of carbon fiber-reinforced polymers (CFRPs) used to strengthen beams ...
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    Fiber Optic Sensors for Bridge Monitoring 

    Source: Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 006
    Author(s): Joan R. Casas; Paulo J. S. Cruz
    Publisher: American Society of Civil Engineers
    Abstract: Advances in the production of optical fibers made possible the recent development of innovative sensing systems for the health monitoring of civil structures. The main reasons for this development are the reduced weight ...
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    Redundancy and Robustness in the Design and Evaluation of Bridges: European and North American Perspectives 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 012
    Author(s): Giorgio; Anitori; Joan Ramon; Casas; Michel; Ghosn
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, current and proposed methodologies for assessing the robustness and redundancy of bridge structures are discussed and an overview of the latest advances in research is presented along with proposals for ...
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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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    Urban and Energy Assessment from a Systemic Approach of Urban Morphology, Urban Mobility, and Buildings: Case Study of Agua Branca in Sao Paulo 

    Source: Journal of Urban Planning and Development:;2013:;Volume ( 139 ):;issue: 004
    Author(s): Karin Regina de Casas Castro Marins; Marcelo de Andrade Roméro
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to demonstrate and assess the potential for integrated planning involving urban morphology, urban mobility, buildings, and energy efficiency. The approach is based on the development and application of a ...
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