Results 241 to 250 of about 269,077 (291)

Elastic Restraint Equations for Semi-Rigid Connections

Transactions of the American Society of Civil Engineers, 1951
The restraining effects of semi-rigid, girder-column connections have received considerable attention within recent years in both the United States and Great Britain.
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Identification of Semi-Rigid Connections from Stationary Statistical Moments

Civil-Comp Proceedings, 2015
This paper presents a procedure for the identification of semi-rigid end connections of beam/column elements in frame structures. The technique relies on an explicit relationship between second order moments of the nodal stationary response under white noise and element end flexibilities.
FAILLA, ISABELLA, Impollonia, N., RICCIARDI, Giuseppe   +2 more
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Effect of semi-rigid connections on steel column strength

Journal of Constructional Steel Research, 1980
Abstract A review has been made of all available experimental data relating to the moment versus in-plane rotational behaviour of practical beam-to-column connection types as used in steel frames. This has clearly shown that all forms of connection possess some stiffness which will act as partial restraint to the column's ends.
S.W. Jones, P.A. Kirby, D.A. Nethercot
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Formulas for Beams with Semi-rigid Connections

Engineering Journal, 1996
This paper presents practical formulas for beams with semi-rigid connections of variable stiffness, and describes certain limitations for application of these formulas. Using the tables of formulas, the engineer is able to rapidly determine the effect of a partially restrained connection. A practical example illustrates the application of the formulas.
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Semi-Rigid Connections in Steel Frames

2000
The purpose of this chapter is to present the interaction of the steel frames and their joints and to describe an acceptable method of joint design. A key problem in dealing with joints is their classification, the basis of which is described in the Eurocodes and other available design codes in a variety of different ways.
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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
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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 ...
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Vibration analysis of frames with semi-rigid connections

Computers & Structures, 1984
Summary: Semi-rigid connections between members of frame structures are idealized as rotational and linear springs and the physical model representing each individual member is assumed to consist of a flexible beam with springs and dashpots attached at both ends.
Kawashima, Sukeo, Fujimoto, T.
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Analysis of Building Frames with Semi-Rigid Connections

Transactions of the American Society of Civil Engineers, 1942
Methods applicable to the analysis of building frames with semi-rigid riveted or welded connections between the beams and columns are presented in this paper.
Bruce Johnston, Edward H. Mount
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Semi-rigid Steelwork Connections

This thesis sets out to assess the stiffness of typical fin plate steelwork connections. The classification of joints as pinned, semi-rigid or fixed is described and the different models of moment-rotation relationship are explained. Eurocode treatment of steelwork connections is assessed with particular emphasis on joint stiffness.
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