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    Experimental Study of Heat Induced Deformation 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 010
    Author(s): Charles W. Roeder
    Publisher: American Society of Civil Engineers
    Abstract: Thermal stresses are frequently used to camber steel beams or repair damage caused by plastic deformation. A local concentration of heat is applied to part of the structure. The heated steel expands, but expansion is ...
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    Closure to “<i>Seismic Behavior of Concentrically Braced Frame</i>” by Charles W. Roeder (August, 1989, Vol. 115, No. 8) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 007
    Author(s): Charles W. Roeder
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Free Vibration Behavior of Prestressed Beams</i>” by K. Kanaka Raju and G. Venkateswara Rao (February, 1986, Vol. 112, No. 2) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Charles W. Bert
    Publisher: American Society of Civil Engineers
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    A Technique for Estimating Low-Level Wind Velocity from Satellite Photographs of Cellular Convection 

    Source: Journal of Applied Meteorology:;1965:;volume( 004 ):;issue: 003:;page 387
    Author(s): Rogers, Charles W. C.
    Publisher: American Meteorological Society
    Abstract: A technique for estimating the low-level wind field from satellite photographs of cumuliform cellular cloud patterns is presented. This technique applies to areas of such patterns, which are frequently photographed behind ...
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    Discussion of “<i>Professional Schools: The Debate Continues</i>” by Joseph S. Ward (April, 1983) 

    Source: Journal of Professional Issues in Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Charles W. Matheny, Jr.
    Publisher: American Society of Civil Engineers
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    A Simplified Model for the Elastohydrodynamic Traction Between Rollers 

    Source: Journal of Tribology:;1976:;volume( 098 ):;issue: 003:;page 357
    Author(s): Charles W. Allen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The elastohydrodynamic lubrication of two rollers in combined rolling and sliding is considered. A simple rheological model to predict the traction is presented. The model is based upon an ...
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    Seismic Behavior of Concentrically Braced Frame 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 008
    Author(s): Charles W. Roeder
    Publisher: American Society of Civil Engineers
    Abstract: Seismic tests on a full‐scale six‐story steel building have been conducted as part of the U.S.‐Japan Joint Research Program. The first phase of this research includes extensive tests on a concentrically braced frame, and ...
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    Observed Performance of Multipropped Excavation in Stiff Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Charles W. W. Ng
    Publisher: American Society of Civil Engineers
    Abstract: A 10-m-deep multipropped excavation in the overconsolidated and fissured gault clay has been monitored. Unusual features of the field monitoring were to measure strut loads and earth pressures as well as wall deflections ...
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    Discussion: “The Effect of Compressibility on the Stress Distributions in Thin Elastomeric Blocks and Annular Bushings” (Lai, Y.-H., Dillard, D. A., and Thornton, J. S., 1992, ASME J. Appl Mech., 59, pp. 902–908) 

    Source: Journal of Applied Mechanics:;1993:;volume( 060 ):;issue: 003:;page 787
    Author(s): Charles W. Bert
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Stress Paths in Relation to Deep Excavations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Charles W. W. Ng
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical behavior of many soils such as stiff clays depends on their current effective-stress states and stress history. For improving design and analysis of soil-structure interaction associated with deep excavations ...
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