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    End‐Grain Dowel Connections for Laminated Timber 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 009
    Author(s): Mary Sansalone; Richard N. White
    Publisher: American Society of Civil Engineers
    Abstract: A study of a hanger‐type, end‐grain, timber‐beam connection, in which a steel plate was fastened to a laminated timber beam with steel dowels, shows that the connection can be used successfully in timber construction. Beam ...
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    Nondestructive Dynamic Evaluation of a Concrete Reaction Wall—Numerical and Experimental Studies 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 003
    Author(s): Gregory McLaskey; Mary Sansalone
    Publisher: American Society of Civil Engineers
    Abstract: Proper identification of the modes of vibration of a structure is crucial in order to avoid the condition of resonance under dynamic loading conditions. A combination of numerical simulation, physical experimentation, and ...
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    Assessment: U.S. Office Building in Moscow 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
    Author(s): Richard N. Wright; Nicholas J. Carino; James G. Gross; Mary Sansalone
    Publisher: American Society of Civil Engineers
    Abstract: On October 30, 1986, the United States Congress directed the National Bureau of Standards (NBS) to conduct an independent analysis of the new United States Embassy Office Building being constructed in Moscow. The analysis ...
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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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