Results 221 to 230 of about 8,065 (257)

Semi-rigid connection modeling for steel frameworks

Structural Engineering and Mechanics, 2010
This article provides a discussion of the mathematic modeling of connections for designing and qualifying structures, systems, and components subject to monotonic or cyclic loading. To characterize the force-deformation behavior of connections under monotonic loading, a review of the Ramberg-Osgood, Richard-Abbott, and Menegotto-Pinto models is ...
openaire   +1 more source

Behavior of semi-rigid connections and semi-rigid frames

The Structural Design of Tall and Special Buildings, 2012
Amir Saedi Daryan, Mohammadreza Sadri, Hamid Saberi, Vahid Saberi, Ahmad Baleh Moghadas   +4 more
openaire   +1 more source

Effective Length of Columns with Semi-Rigid Connections

Engineering Journal, 1976
The effective length of a column depends on the boundary conditions at the ends of its unbraced length. In a framed structure, the boundary conditions depend on the stiffness of the beams framed to the column. Design guides available for determining the effective length are provided for cases where beams are rigidly framed to the column and have their ...
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Moment–Rotation Response for Semi-rigid Connections

2018
In this paper, mathematical models available for eight commonly used beam-to-column connections like single-web angle, double-web angle, top and seat angle with and without web angles, extended end-plate, flushed end-plate, and header plate connections are studied from literature.
Venkatesh Patnana, A. Y. Vyavahare, Laxmikant M. Gupta   +2 more
openaire   +1 more source

Discussion of “Cheney On Semi-Rigid Connections”

Transactions of the American Society of Civil Engineers, 1951
Lloyd T. Cheney, Thomas C. Kavanagh, Dean F. Peterson, Jack E. Cermak   +3 more
openaire   +1 more source

Response characteristics of frames with semi-rigid connections

Journal of Constructional Steel Research, 1998
J.E Christopher, R Bjorhovde
openaire   +1 more source

Component-based model of semi-rigid connections for nonlinear analysis of composite structures

Engineering Structures, 2022
Mu-Xuan Tao
exaly  

Semi-rigid Steel Beam-to-Column Connections

2022
Valentina Tusnina, Liubov Chechulina
openaire   +1 more source

Closure to “Lothers on Semi-Rigid Connections”

Transactions of the American Society of Civil Engineers, 1951
openaire   +1 more source

Optimum design of semi-rigid connections using metamodels

Journal of Constructional Steel Research, 2012
Pascual Marti
exaly