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    Substructural Identification Method without Interface Measurement 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 007
    Author(s): C. G Koh; K. Shankar
    Publisher: American Society of Civil Engineers
    Abstract: Substructural identification provides a novel means by which to reduce a large problem to smaller problems of manageable size, thereby improving numerical convergence and accuracy. Various methods proposed by several ...
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    Limit Loads of Buried Pipelines With Asymmetric Initial Imperfections 

    Source: Journal of Pressure Vessel Technology:;1990:;volume( 112 ):;issue: 004:;page 392
    Author(s): C. G. Koh; S. T. Quek
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effect of asymmetric imperfection on the limit-load response of pipelines buried in shallow trenches is investigated. The pipeline is modeled as a long beam resting on a rigid foundation ...
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    Identification and Uncertainty Estimation of Structural Parameters 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 006
    Author(s): C. G. Koh; L. M. See
    Publisher: American Society of Civil Engineers
    Abstract: In the application of system identification to a structural system, unknown parameters are determined based on the numerical analysis of input and output measurements. The accuracy of an identified parameter and its ...
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    Dynamic Stability and Chaos of System with Piecewise Linear Stiffness 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 008
    Author(s): C. Y. Liaw; C. G. Koh
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic stability behavior of a single‐degree‐of‐freedom system with piecewise linear stiffness is considered. The analytical expression representing the divergence of perturbed trajectories is derived. The mechanism ...
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    Condensed Model Identification and Recovery for Structural Damage Assessment 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 012
    Author(s): C. G. Koh; K. F. Tee; S. T. Quek
    Publisher: American Society of Civil Engineers
    Abstract: This study aims to develop a system identification methodology for determining structural parameters of linear dynamic system, taking into consideration of practical constraints such as insufficient sensors. A new methodology ...
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    Performance of Urban Rail Transit System: Vibration and Noise Study 

    Source: Journal of Performance of Constructed Facilities:;1997:;Volume ( 011 ):;issue: 002
    Author(s): D. K. H. Chua; C. G. Koh; K. W. Lo
    Publisher: American Society of Civil Engineers
    Abstract: Vibration and noise are two major factors in the performance assessment of rail transit systems, particularly in an urban environment where elevated systems are used. A program of field measurements was conducted in Singapore ...
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    Parameter Identification of Large Structural Systems in Time Domain 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author(s): C. G. Koh; B. Hong; C.-Y. Liaw
    Publisher: American Society of Civil Engineers
    Abstract: Though many methods of system identification are currently available for parameter estimation of structural systems, the challenge lies in the numerical difficulty in convergence when the number of unknowns is large. In ...
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    Low-Tension Cable Dynamics: Numerical and Experimental Studies 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 003
    Author(s): C. G. Koh; Y. Zhang; S. T. Quek
    Publisher: American Society of Civil Engineers
    Abstract: An efficient and robust numerical method is presented for the dynamic analysis of low-tension cables. The numerical solution strategy is based on finite-difference approximations of differential equations. In a scheme used ...
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    Second-Order Superharmonic Wave Loading on Jack-Up Platforms 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 006
    Author(s): C. Y. Liaw; T. Naik; C. G. Koh
    Publisher: American Society of Civil Engineers
    Abstract: Different types of second-order superharmonic wave forces acting on jack-up platforms are studied. The nonlinear effect of variable wave surface (i.e., the inundation effect) is found to be the most significant. It is shown ...
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    Vibration Serviceability Assessment for Pedestrian Bridges Based on Model Falsification 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 003:;page 05020012-1
    Author(s): Wen-Jun Cao; C. G. Koh; I. F. C. Smith
    Publisher: ASCE
    Abstract: With the development of new materials and advanced structural analysis, alongside increasing aesthetic requirements, recent years have witnessed a trend toward longer, taller, and lighter footbridges. Different from vehicular ...
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