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    Drag and Aero‐Torque for Convex Shells of Revolution in Low Earth Orbit 

    Source: Journal of Aerospace Engineering:;1991:;Volume ( 004 ):;issue: 002
    Author(s): William C. Stone; Christoph Witzgall
    Publisher: American Society of Civil Engineers
    Abstract: A numerical procedure is described in which the aerodynamic drag and torque are calculated for convex shells of revolution for any given angle of attack based on free molecular flow theory. Assumptions are that the center ...
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    ISDP: Integrated Approach to Seismic Design of Reinforced Concrete Structures 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 012
    Author(s): William C. Stone; Andrew W. Taylor
    Publisher: American Society of Civil Engineers
    Abstract: Limitations of present procedures for the design of reinforced concrete structures to withstand seismic loads are discussed. An integrated seismic design procedure (ISDP) is proposed, the main features of which are (1) The ...
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    Progressive Collapse: U.S. Office Building in Moscow 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
    Author(s): Felix Y. Yokel; Richard N. Wright; William C. Stone
    Publisher: American Society of Civil Engineers
    Abstract: AS part of a structural assessment of the new U.S. Embassy Office Building being constructed in Moscow, United Soviety Socialist Republic, the National Bureau of Standards determined the susceptibility of the building to ...
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    Investigation of East Chicago Ramp Collapse 

    Source: Journal of Construction Engineering and Management:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Nicholas J. Carino; H. S. Lew; William C. Stone
    Publisher: American Society of Civil Engineers
    Abstract: A summary is presented of the investigation performed by the National Bureau of Standards (NBS), at the request of the Occupational Safety and Health Administration, to determine the most likely cause of the collapse of a ...
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    Brick Masonry: U.S. Office Building in Moscow 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
    Author(s): James G. Gross; Robert G. Mathey; Charles Scribner; William C. Stone
    Publisher: American Society of Civil Engineers
    Abstract: The National Bureau of Standards conducted a structural assessment of the new U.S. Embassy Office Building being built in Moscow. This paper reports the portion of the assessment dealing with the brick masonry walls. It ...
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    Structure: U.S. Office Building in Moscow 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
    Author(s): Nicholas J. Carino; William C. Stone; Mary Sansalone; Felix Y. Yokel; Erik M. Hendrickson; Emil Simiu; James G. Gross; Richard N. Wright
    Publisher: American Society of Civil Engineers
    Abstract: The National Bureau of Standards conducted a structural assessment of the new U.S. Office Building being constructed in Moscow. This paper reviews the portion of the assessment dealing with the vertical and lateral load ...
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