Dear members,
I need the following paper:
Interaction formulae for members subjected to bending and axial compression in EUROCODE 3—the Method 2 approach
Author:
R. Greinera, , J. Lindnerb
Abstract:
The final version of EN1993-1-1, EUROCODE 3 [EN1993-1-1. Eurocode 3. Design of steel structures, general rules and rules for buildings. 2005] for Steel Structures provides two alternatives for the buckling check of members subjected to axial compression and bending by interaction formulae, which are called there Method 1 and Method 2. This paper presents the characteristics, the background and the use of Method 2. The analogous presentation of Method 1 has already been given in [Boissonnade N, Jaspart J-P, Muzeau J-P, Villette M. New Interaction formulae for beam-columns in Eurocode 3. The French-Belgian approach. Journal of Constructional Steel Research 2004;60;421–31].
The Method 2 formulae have been derived on the basis of the general format of the interaction concept of existing codes, e.g. the ENV-rules; however with advanced numerical background and consistent classification of the buckling modes. In this respect new improved interaction factors were developed from a wide scope of numerical simulations and the concept of the formulae was focussed distinctly on describing the modes of in-plane and out-of-plane buckling for members susceptible to fail either in flexural buckling or in lateral–torsional buckling. As result two sets of formulae are provided, which each cover a clear scope of physical member behaviour. Hereby, the specific effects of intermediate lateral restraints—as often found in steel structures—have also been included.
The Method 2 formulae aim at providing buckling rules with compact simplified interaction factors and transparent application for standard cases.
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regards,
apocalipse
Dear members,
I need the following paper:
Design of steel and composite beams with web openings
Author:
Richard Redwood, Soon Ho Cho
Abstract
Composite or non-composite steel beams containing large web openings are considered. A general method of analysis suitable for design use is presented and related to a number of previous studies. Comparisons are made with the results of experimental research. Detailing of reinforcement and other design considerations are summarized; the material presented provides all the information necessary for design.
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regards,
apcalipse
Design of steel and composite beams with web openings
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Dear members,
I need the following paper:
Stability of built-up beams and columns with thin-walled members
Author:
Jacques Rondal, Majid Niazi
Abstract
The aim of this paper is to present experimental results on built-up elements composed of cold-formed C profiles with battened plates or C stitches.
The test results are compared with theoretical predictions obtained by means of the classical design method taking into account the Q factor when the profiles are thin-walled, for battened plates, and by means of a new design method for elements using C stitches.
A comparison of the results shows that both methods lead to a safe and accurate design.
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regards,
apocalipse
Stability of built-up beams and columns with thin-walled members
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Hi everyone,
I need the following papers,
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Thanks in advance
Dear Songoku,
All of the requested papers:
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Hi guys, I need these papers. Thanks in advance:
Ductile knee braced frames with shear yielding knee for seismic resistant structures
Code:
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Preliminary studies into the behaviour of knee braced frames subject to seismic loading
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Pushover tests on steel X-braced and knee-braced RC frames
Code:
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Seismic behaviour factor, R, for steel X-braced and knee-braced RC buildings
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Evaluating response modification factors of concentrically braced steel frames
Code:
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Non-linear analysis of disposable knee bracing
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