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    Conceptual Seismic Design of Regular Frames Based on the Concept of Uniform Damage 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author(s): Kyungha Park; Ricardo A. Medina
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study was to propose a seismic design methodology for moment-resisting frames to limit the extent of structural damage and distribute this damage uniformly along the height. This permits the efficient ...
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    Evaluation of Drift Demands for the Seismic Performance Assessment of Frames 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author(s): Ricardo A. Medina; Helmut Krawinkler
    Publisher: American Society of Civil Engineers
    Abstract: This study presents an evaluation of drift demands and their associated uncertainties for nondeteriorating regular moment resisting frame structures subjected to ordinary ground motions (i.e., without near-fault effects). ...
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    Closure to “Conceptual Seismic Design of Regular Frames Based on the Concept of Uniform Damage” by Kyungha Park and Ricardo A. Medina 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Kyungha Park; Ricardo A. Medina
    Publisher: American Society of Civil Engineers
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    Sampling Protocol for Condition Assessment of Selected Assets 

    Source: Journal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 004
    Author(s): Ricardo A. Medina; Ali Haghani; Nicholas Harris
    Publisher: American Society of Civil Engineers
    Abstract: This study addresses the development of a sampling protocol for condition assessment of selected assets in the state of Maryland. The proposed sampling protocol targets a desired precision and level of confidence in the ...
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