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    Liquefaction Opportunity Mapping via Seismic Wave Energy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author(s): M. I. Todorovska; M. D. Trifunac
    Publisher: American Society of Civil Engineers
    Abstract: An empirical, energy-based methodology for liquefaction hazard assessment and microzonation mapping is presented. The approach is probabilistic, considers the uncertainty in the liquefaction criterion, and is applicable ...
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    Closure to “Nonlinear Soil Response—1994 Northridge, California, Earthquake” by M. D. Trifunac and M. I. Todorovska 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author(s): M. D. Trifunac; M. I. Todorovska
    Publisher: American Society of Civil Engineers
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    Wave Method for Structural Health Monitoring: Testing Using Full-Scale Shake Table Experiment Data 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): M. Ebrahimian; M. I. Todorovska; T. Falborski
    Publisher: American Society of Civil Engineers
    Abstract: An algorithm of the wave method for structural health monitoring (SHM) is tested and calibrated using shake table experiment data of a full-scale, seven-story, reinforced-concrete building slice. The method is based on ...
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    Propagation of Earthquake Waves in Buildings with Soft First Floor 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 004
    Author(s): M. I. Todorovska; M. D. Trifunac
    Publisher: American Society of Civil Engineers
    Abstract: Simplified response of buildings with a soft first floor and excited by propagating wave motion at the base are studied, so that the physical phenomena associated with phased input excitation can be characterized. Analytical ...
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    Note on Excitation of Long Structures by Ground Waves 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 004
    Author(s): M. I. Todorovska; M. D. Trifunac
    Publisher: American Society of Civil Engineers
    Abstract: Qualitative analysis of the antiplane vibrations of long structures shows that the dynamic response to excitation by ground waves can be described by the translation of the foundation only if η (ratio of the length of ...
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    Seismic Waves in Buildings with Shear Walls or Central Core 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 012
    Author(s): M. I. Todorovska; V. W. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Two‐dimensional continuous models have been used to investigate the effects of the propagation of seismic waves into buildings with shear walls at the ends and with a central core. Neglecting the soil‐structure interaction, ...
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    Antiplane Earthquake Waves in Long Structures 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 012
    Author(s): M. I. Todorovska; M. D. Trifunac
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the physical phenomena associated with wave passage under long buildings have been studied. A two‐dimensional, continuous model has been used to represent the building vibration. Analytical, closed‐form ...
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    Reduction of Structural Damage by Nonlinear Soil Response 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): M. D. Trifunac; M. I. Todorovska
    Publisher: American Society of Civil Engineers
    Abstract: Following the 1994 Northridge earthquake, the areas with a high density of reported breaks in water pipes in typical residential areas in San Fernando Valley and in Los Angeles often did not coincide with the areas having ...
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    Nonlinear Soil Response— 1994 Northridge, California, Earthquake 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 009
    Author(s): M. D. Trifunac; M. I. Todorovska
    Publisher: American Society of Civil Engineers
    Abstract: Peak ground accelerations recorded during the Northridge, California, earthquake of January 17, 1994 are described in relation to the observed, nonlinear soil response. Four attenuation relationships were developed ...
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    Apparent Periods of a Building. I: Fourier Analysis 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author(s): M. D. Trifunac; S. S. Ivanović; M. I. Todorovska
    Publisher: American Society of Civil Engineers
    Abstract: This and the companion paper present an analysis of the amplitude and time-dependent changes of the apparent frequency of a seven-story reinforced-concrete hotel building in Van Nuys, Calif. Data of recorded response to ...
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