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    Dynamic Properties of the Rigid Body and Supports from Vibration Measurements 

    Source: Journal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 003:;page 269
    Author(s): S. M. Pandit; Y.-X. Yao; Z.-Q. Hu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A novel method is presented to determine the dynamic characteristics of a multi-DOF rigid body structure from vibration measurements and coordinates of the transducers. These characteristics include ...
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    Shock Wave Propagation Into a Dust-Gas Suspension Inside a Double-Bend Conduit 

    Source: Journal of Fluids Engineering:;2002:;volume( 124 ):;issue: 002:;page 483
    Author(s): O. Igra; J. Falcovitz; X. Wu; G. Q. Hu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Using conduits in which a transmitted shock wave experiences abrupt changes in its direction of propagation is an effective means for shock wave attenuation. An additional attenuation of the ...
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    Failure Investigation at a Collapsed Deep Excavation in Very Sensitive Organic Soft Clay 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 003
    Author(s): R. P. Chen; Z. C. Li; Y. M. Chen; C. Y. Ou; Q. Hu; M. Rao
    Publisher: American Society of Civil Engineers
    Abstract: Collapse of a 15.7-m-deep excavation in very sensitive organic soft clay in Hangzhou, China, is presented in this paper. The collapse of the excavation caused the break and/or inclination of the retaining walls, the wracking ...
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    Performance Evaluation for Cost Estimators by Reliability Interval Method 

    Source: Journal of Construction Engineering and Management:;2005:;Volume ( 131 ):;issue: 001
    Author(s): C. Y. Yiu; H. K. Ho; S. M. Lo; B. Q. Hu
    Publisher: American Society of Civil Engineers
    Abstract: Most consultant selection models stress the importance of past performance. However, there are so far very few studies on evaluating consultant’s performance. It hampers the whole process of the selection model. This paper ...
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    Seismic Bearing Capacity of Strip Footing with Nonlinear Mohr–Coulomb Failure Criterion 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 06022029
    Author(s): B. H. Chen; W. J. Luo; X. Y. Xu; R. Q. Hu; X. L. Yang
    Publisher: ASCE
    Abstract: Many published studies on seismic conditions have focused on a pseudostatic method with a linear Mohr–Coulomb failure criterion. However, the pseudostatic method ignores the influence of time and spatial variables on seismic ...
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    DSpace software copyright © 2002-2015  DuraSpace
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