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    Influence of Ductile Damage Evolution on the Collapse Load of Frames 

    Source: Journal of Applied Mechanics:;2010:;volume( 077 ):;issue: 003:;page 34502
    Author(s): Edwin L. Chica; Antolín L. Ibán; Pablo M. López-Reyes; José M. G. Terán
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this note we analyze the influence of four damage models on the collapse load of a structure. The models considered here have been developed using the hypothesis based on the concept of ...
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    Vibration Monitoring of a Steel-Plated Stress-Ribbon Footbridge: Uncertainties in the Modal Estimation 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 008
    Author(s): José M.; Soria; Iván M.; Díaz; Jaime H.; García-Palacios; Norberto; Ibán
    Publisher: American Society of Civil Engineers
    Abstract: A low-cost vibration-monitoring system was developed and installed on an urban steel-plated stress-ribbon footbridge. The system continuously measures the acceleration [using 18 triaxial microelectromechanical system (MEMS) ...
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    Vibration Monitoring of a Steel-Plated Stress-Ribbon Footbridge: Uncertainties in the Modal Estimation 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 008
    Author(s): José Soria; Iván M. Díaz; Jaime H. García-Palacios; Norberto Ibán
    Publisher: American Society of Civil Engineers
    Abstract: A low-cost vibration-monitoring system was developed and installed on an urban steel-plated stress-ribbon footbridge. The system continuously measures the acceleration [using 18 triaxial microelectromechanical system (MEMS) ...
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