ANALYSIS OF SEMIRIGID STEEL FRAMES AND CRITERIA FOR THEIR DESIGN
UNSPECIFIED (1991) ANALYSIS OF SEMIRIGID STEEL FRAMES AND CRITERIA FOR THEIR DESIGN. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 18 (3). pp. 227-237. ISSN 0143-974XFull text not available from this repository.
This paper reports studies on unbraced semi-rigid steel frames, carried out to determine criteria for their design. The analyses of the frames were performed by a computer program that uses a secant-stiffness approach to allow for the effect of semi-rigid connections on frame behaviour. A parameter entitled 'degree of flexibility' is introduced as a measure of the effect of semi-rigid joints on the stiffness of the frame. Within the limits of the study, it is demonstrated that second-order effects will not be significant if the semi-rigid elastic critical load exceeds ten times the design load, and the degree of flexibility is less than 50%. This last requirement was satisfied by extended end-plate beam-to-column connections. It has also been found that, under combined loading, the serviceability limit on sway is likely to control design, rather than ultimate strength.
|Item Type:||Journal Article|
|Subjects:||T Technology > TH Building construction
T Technology > TA Engineering (General). Civil engineering (General)
|Journal or Publication Title:||JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH|
|Publisher:||ELSEVIER SCI LTD|
|Number of Pages:||11|
|Page Range:||pp. 227-237|
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