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    Discussion: “The First Passage Time for Simple Structural Systems” (Shipley, J. W., and Bernard, M. C., 1972, ASME J. Appl. Mech., 39, pp. 911–917) 

    Source: Journal of Applied Mechanics:;1973:;volume( 040 ):;issue: 002:;page 636
    Author(s): J.-N. Yang
    Publisher: The American Society of Mechanical Engineers (ASME)
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    On the First Excursion Probability in Stationary Narrow-Band Random Vibration 

    Source: Journal of Applied Mechanics:;1971:;volume( 038 ):;issue: 004:;page 1017
    Author(s): J.-N. Yang; M. Shinozuka
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Dealing with a stationary narrow-band Gaussian process X(t) with mean zero, this paper derives a number of approximate solutions on the basis of the point-process approach. In particular, upper ...
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    On the First-Excursion Probability in Stationary Narrow-Band Random Vibration, II 

    Source: Journal of Applied Mechanics:;1972:;volume( 039 ):;issue: 003:;page 733
    Author(s): J.-N. Yang; M. Shinozuka
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The first-excursion probability of a stationary narrow-band Gaussian process with mean zero has been studied. Within the framework of point process approach, series approximations derived from the ...
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    Control of Tall Buildings in Along‐Wind Motion 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): J. N. Yang; B. Samali
    Publisher: American Society of Civil Engineers
    Abstract: An exploratory study is made of the possible application of active control systems to tall buildings in along‐wind motion. An analytical procedure is developed to compute the statistical properties of the structural response ...
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    Effect of System Uncertainty on Control of Seismic‐Excited Buildings 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 002
    Author(s): J. N. Yang; A. Akbarpour
    Publisher: American Society of Civil Engineers
    Abstract: A sensitivity study is conducted to investigate the effect of uncertainties in system identification on the performance of the active control system for seismic‐excited buildings. Four control algorithms feasible for ...
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    Closure to “<i>Control of Hysteretic System Using Velocity and Acceleration Feedbacks</i>” by J. N. Yang, Z. Li, and S. C. Liu (Nov., 1992, Vol. 118, No. 11) 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 002
    Author(s): J. N. Yang; Z. Li
    Publisher: American Society of Civil Engineers
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    Statistics of Crack Growth of a Superalloy Under Sustained Load 

    Source: Journal of Engineering Materials and Technology:;1984:;volume( 106 ):;issue: 001:;page 79
    Author(s): J. N. Yang; R. C. Donath
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A statistically-formulated fracture mechanics model for crack growth under sustained load is used to analyze crack growth data from 23 compact tension specimens of IN100, a turbojet engine disk ...
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    Effect of Time Delay on Control of Seismic‐Excited Buildings 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author(s): J. N. Yang; A. Akbarpour; G. Askar
    Publisher: American Society of Civil Engineers
    Abstract: The sensitivity of a system time delay with respect to the performance of control systems for seismic‐excited buildings is examined. The effect of a system time delay depends on the particular control algorithm and the ...
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    Active Control of Transmission Tower under Stochastic Wind 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): J. C. Wu; J. N. Yang
    Publisher: American Society of Civil Engineers
    Abstract: An active mass driver has been designed for installation on the upper observation deck of the 310 m Nanjing TV transmission tower in China in order to reduce the acceleration response under strong wind gusts. In this paper, ...
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    Static Output Polynomial Control for Linear Structures 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 006
    Author(s): A. K. Agrawal; J. N. Yang
    Publisher: American Society of Civil Engineers
    Abstract: Optimal polynomial controllers have been proposed recently for applications to active/hybrid control of seismically excited structures. Such controllers have been demonstrated to be effective in limiting the peak dynamic ...
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