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RISDiscussion of “<i>Columns with Semirigid Joints</i>” by Stephen W. Jones, Patrick A. Kirby, and David A. Nethercot (February, 1982)
Publisher: American Society of Civil Engineers
Discussion of “<i>Inelastic Lateral Torsional Buckling of Beams</i>” by Bruce A. Hollinger and C. P. Mangelsdorf (August, 1981)
Publisher: American Society of Civil Engineers
Discussion of “<i>Small End Restraint Effects on Strength of H‐Columns</i>” by Hironori Sugimoto and Wai F. Chen (March, 1982)
Publisher: American Society of Civil Engineers
Closure to “<i>Planar Strength of Restrained Beam Columns</i>” by Sriramulu Vinnakota (November, 1982)
Publisher: American Society of Civil Engineers
Discussion of “<i>Restrained Crooked Aluminum Columns</i>” by Jacques Chapuis and Theodore V. Galambos (March, 1982)
Publisher: American Society of Civil Engineers
Discussion of “<i>Elastic Buckling of Laterally Continuous I‐Beams</i>” by Peter F. Dux and Sritawat Kitipornchai (September, 1982)
Publisher: American Society of Civil Engineers
Discussion of “<i>In‐Plane Stability of Parabolic Arches</i>” by Howard B. Harrison (January, 1982)
Publisher: American Society of Civil Engineers
Inelastic Behavior of Multistory Partially Restrained Steel Frames. Part I
Publisher: American Society of Civil Engineers
Abstract: This paper outlines the development of a finite element for use in the inelastic second-order analysis of partially (PR) and fully (FR) restrained planar steel frames. The finite element considers spread of plastification ...
Inelastic Behavior of Multistory Partially Restrained Steel Frames. Part II
Publisher: American Society of Civil Engineers
Abstract: The plastic-zone method of analysis described in a companion paper is used in the inelastic analysis of three multistory, multibay fully restrained (FR) and partially restrained (PR) steel frames. Full nonlinear load-deformation ...
Fixed‐End Restraint Effect on Steel Arch Strength
Publisher: American Society of Civil Engineers
Abstract: Fixed‐end restraint effect on the load carrying capacity of steel arches loaded into the inelastic and the finite deformation range is studied by an accurate nonlinear finite element approach. This approach takes into ...