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    Design Criteria for Glass Cladding Subjected to Wind Loads 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): Emil Simiu; Erik M. Hendrickson
    Publisher: American Society of Civil Engineers
    Abstract: The safety and cost of glass cladding facades subjected to wind loads depend upon the criteria used for their design. These criteria specify the design wind loads and the allowable panel loads. The present paper reviews ...
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    Limit State Probabilities for Wood Structural Members 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Erik M. Hendrickson; Biuce Ellingwood; Joseph Murphy
    Publisher: American Society of Civil Engineers
    Abstract: Estimates of the limit state probability for wood members, where the limit state is failure by creep rupture, must be based on analyses that take into account the temporal characteristics of the applied loads. These estimates ...
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    Multivariate Distributions of Directional Wind Speeds 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Emil Simiu; Erik M. Hendrickson; William A. Nolan; Ingram Olkin; Clifford H. Spiegelman
    Publisher: American Society of Civil Engineers
    Abstract: The probability of failure of a structure or structural element subjected to wind forces depends, in large part, on the distribution of extreme wind speeds acting on the structure. In the past, distributions of extreme ...
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    Closure to “<i>Multivariate Distributions of Directional Wind Speeds</i>” by Emil Simiu, Erik M. Hendrickson, William A. Nolan, Ingram Olkin, and Clifford H. Spiegelman (April, 1985, Vol. 111, No. 4) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Emil Simiu; Erik M. Hendrickson; William A. Nolan; Ingram Olkin; Clifford H. Spiegelman
    Publisher: American Society of Civil Engineers
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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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