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Discussion of “<i>A Moment of Inertia Invariant</i>” by Donald L. Dean (August, 1985, Vol. 111, No. 8)
Publisher: American Society of Civil Engineers
Discussion of “<i>Sparsely Connected Built‐Up Columns</i>” by Charles Libove (March, 1985, Vol. 111, No. 3)
Publisher: American Society of Civil Engineers
Prestressed Slender Lattice Frames
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 ...
Prestressed Lattice Frames with Intersecting and Offset Diagonals
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 ...
Failure Criteria for Stayed Columns
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 ...