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    Discussion of “<i>A Moment of Inertia Invariant</i>” by Donald L. Dean (August, 1985, Vol. 111, No. 8) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Murray C. Temple
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Sparsely Connected Built‐Up Columns</i>” by Charles Libove (March, 1985, Vol. 111, No. 3) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Murray C. Temple; Joo Chai Tan
    Publisher: American Society of Civil Engineers
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    Prestressed Slender Lattice Frames 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 007
    Author(s): Murray C. Temple; M. V. Prakash
    Publisher: American Society of Civil Engineers
    Abstract: Previous research on the prestressing of lattice frames dealt with relatively short two‐ and three‐dimensional frames. It was found that prestressing the diagonals in frames with intersecting diagonals did not increase the ...
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    Prestressed Lattice Frames with Intersecting and Offset Diagonals 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 007
    Author(s): Murray C. Temple; M. V. Prakash
    Publisher: American Society of Civil Engineers
    Abstract: Prestressed lattice structures are structures in which certain components are pretensioned in order to improve the performance of the structure. Prestressing the diagonals of lattice frames can increase the lateral stiffness ...
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    Failure Criteria for Stayed Columns 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): Murray C. Temple; M. V. Prakash; John S. Ellis
    Publisher: American Society of Civil Engineers
    Abstract: The experimental failure load of a stayed column has previously been defined, rather arbitrarily, as the load at which the tension in the stays on the concave side goes to zero. Experimental results obtained have necessitated ...
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