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    Identification of Linear Structures Using Discrete‐Time Filters 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): Erdal Şafak
    Publisher: American Society of Civil Engineers
    Abstract: Most of the previous studies considered structural system identification in the continuous‐time domain. The discrete‐time approach to the problem is more natural since all the recordings are in the discrete‐time form. This ...
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    Closure to “Detection and Identification of Soil‐Structure Interaction in Buildings from Vibration Recordings” by Erdal Şafak 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Erdal Şafak
    Publisher: American Society of Civil Engineers
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    Discrete-Time Analysis of Seismic Site Amplification 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Erdal Şafak
    Publisher: American Society of Civil Engineers
    Abstract: A discrete-time analysis of seismic site amplification in layered media for vertically propagating shear waves is presented. The discrete-time approach not only is simpler and more accurate than the previously suggested ...
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    Adaptive Modeling, Identification, and Control of Dynamic Structural Systems. II: Applications 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 011
    Author(s): Erdal Şafak
    Publisher: American Society of Civil Engineers
    Abstract: Recently developed adaptive methods for modeling, identification, and control are now being successfully used in various branches of science and engineering. These methods present significant advantages over the classical ...
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    Adaptive Modeling, Identification, and control of dynamic structural Systems. I: Theory 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 011
    Author(s): Erdal Şafak
    Publisher: American Society of Civil Engineers
    Abstract: A concise review of the fheory of adaptive modeling, identification, and control of dynamic structural systems based on discrete‐time recordings is presented. Adaptive methods have four major advantages over the classical ...
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    Wave-Propagation Formulation of Seismic Response of Multistory Buildings 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): Erdal Şafak
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a discrete-time wave-propagation method to calculate the seismic response of multistory buildings, founded on layered soil media and subjected to vertically propagating shear waves. Buildings are modeled ...
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    Detection and Identification of Soil-Structure Interaction in Buildings from Vibration Recordings 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Erdal Şafak
    Publisher: American Society of Civil Engineers
    Abstract: Soil-structure interaction (SSI) can significantly alter the characteristics of recorded motions in buildings. The dominant frequency recorded in a building subjected to SSI is always smaller than the dominant frequencies ...
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    Method to Estimate Center of Rigidity Using Vibration Recordings 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): Erdal Şafak; Mehmet Çelebi
    Publisher: American Society of Civil Engineers
    Abstract: A method to estimate the center of rigidity of buildings by using vibration recordings is presented. The method is based on the criterion that the coherence of translational motions with the rotational motion is minimum ...
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    Structural Response to 3D Simulated Earthquake Motions in San Bernardino Valley 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): Erdal Şafak; Arthur Frankel
    Publisher: American Society of Civil Engineers
    Abstract: Structural response to one‐ and three‐dimensional (3D) simulated motions in San Bernardino Valley, Calif., from a hypothetical earthquake along the San Andreas Fault with moment magnitude 6.5 and rupture length of 30 km ...
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    Hilbert-Huang Transform Analysis of Dynamic and Earthquake Motion Recordings 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 008
    Author(s): Ray Ruichong Zhang; Shuo Ma; Erdal Safak; Stephen Hartzell
    Publisher: American Society of Civil Engineers
    Abstract: This study examines the rationale of Hilbert-Huang transform (HHT) for analyzing dynamic and earthquake motion recordings in studies of seismology and engineering. In particular, this paper first provides the fundamentals ...
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