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    Discussion: “Similarity and Generalized Finite-Difference Solutions of Parabolic Partial Differential Equations” (Clausing, A. M., 1972, ASME J. Appl. Mech., 39, pp. 584–590) 

    Source: Journal of Applied Mechanics:;1972:;volume( 039 ):;issue: 004:;page 1170
    Author(s): J. C. Wu
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Quasi-Steady Flow and Thrust in Accelerating Nozzles and Channels 

    Source: Journal of Manufacturing Science and Engineering:;1966:;volume( 088 ):;issue: 001:;page 24
    Author(s): J. C. Wu; L. Pottsepp
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Internal flows of compressible fluids in nozzles and constant-area channels subjected to constant axial acceleration or gravitation are examined in detail. It is found that the effect of nozzle ...
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    Erratum: “Pressure Recovery in Supersonic Diffusers” (Journal of Fluids Engineering, 1975, 97, pp. 374–376) 

    Source: Journal of Fluids Engineering:;1975:;volume( 097 ):;issue: 004:;page 533
    Author(s): J. A. Johnson; B. J. C. Wu
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Pressure Recovery in Supersonic Diffusers 

    Source: Journal of Fluids Engineering:;1975:;volume( 097 ):;issue: 003:;page 374
    Author(s): J. A. Johnson; B. J. C. Wu
    Publisher: The American Society of Mechanical Engineers (ASME)
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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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    Sliding Mode Control for Nonlinear and Hysteretic Structures 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 012
    Author(s): J. N. Yang; J. C. Wu; A. K. Agrawal
    Publisher: American Society of Civil Engineers
    Abstract: Control methods based on the theory of variable structure system or sliding mode control are presented for applications to seismically excited nonlinear and hysteretic civil engineering structures. These control methods ...
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    Sliding Mode Control for Seismically Excited Linear Structures 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 012
    Author(s): J. N. Yang; J. C. Wu; A. K. Agrawal
    Publisher: American Society of Civil Engineers
    Abstract: Continuous sliding mode control (CSMC) methods, which do not have an undesirable chattering effect, are presented for applications to seismically excited linear structures. These control methods are robust with respect to ...
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    Impact of Data Length on the Uncertainty of Hydrological Copula Modeling 

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 004
    Author(s): X. Tong; D. Wang; V. P. Singh; J. C. Wu; X. Chen; Y. F. Chen
    Publisher: American Society of Civil Engineers
    Abstract: Three Archimedean copulas were employed to model annual maximum flood peak data of different lengths. Estimation methods based on ranks were employed for parameter estimation. Marginals were modeled with the generalized ...
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    Experimental Verifications of <i>H</i><sub>∞</sub> and Sliding Mode Control for Seismically Excited Buildings 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 001
    Author(s): J. N. Yang; J. C. Wu; A. M. Reinhorn; M. Riley; W. E. Schmitendorf; F. Jabbari
    Publisher: American Society of Civil Engineers
    Abstract: Recently,
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    Control of Sliding-Isolated Buildings Using Sliding-Mode Control 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): J. N. Yang; J. C. Wu; A. M. Reinhorn; M. Riley
    Publisher: American Society of Civil Engineers
    Abstract: Based on the theory of continuous sliding-mode control, control methods are presented for seismic-excited buildings isolated by a frictional-type sliding-isolation system. The dynamic behavior of the building equipped with ...
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