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    Analytical Approach to Failure Surfaces in Reinforced Concrete Sections Subjected to Axial Loads and Biaxial Bending 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): J. L. Bonet; P. F. Miguel; M. A. Fernandez; M. L. Romero
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes an analytical approach to calculating failure surfaces in rectangular reinforced concrete cross sections with symmetrical reinforcement when submitted to axial loads and biaxial bending. The analytical ...
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    Determination and Optimization of the Maintenance Frequencies in the Overhead Contact Line System 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 011
    Author(s): A. L. Zorita; O. Duque; M. A. Fernández; L. A. García-Escudero
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a methodology to determine the optimum maintenance frequencies for the components of an electric railway overhead contact line system. This methodology is aimed at improving the reliability and availability ...
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    Inelastic Effective Length Factor of Nonsway Reinforced Concrete Columns 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 009
    Author(s): A. Bendito; M. L. Romero; J. L. Bonet; P. F. Miguel; M. A. Fernandez
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a new equation for the effective length factor (
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