Advanced Method for Semi-Rigid Joints Design

Author:

Vatin Nikolai1,Bagautdinov Ruslan1,Andreev Konstantin1

Affiliation:

1. St. Petersburg State Polytechnical University

Abstract

In this paper was presented analysis of the background and was found the most appropriate ways to consider joints stiffness. The design process algorithm is proposed in order to take into account nonlinear stiffness characteristic, complex of economic, ecologic and safety factors for the different joint types.

Publisher

Trans Tech Publications, Ltd.

Reference24 articles.

1. EN 1993-1, Eurocode 3: Design of steel structures (2005) CEN, Brussels.

2. Haapio, J., Heinisuo, M. Minimum cost steel beam using semi-rigid joints (2010) Journal of structural Mechanics, 43 (1) pp.1-11.

3. Estrin, Ya.G. Determination of bending moments in semi-rigid steel framing joints (1992) Computers & Structures, 45 (5/6) pp.1109-1117.

4. Petkov, Z., Blagov, D. Effective length factor considering semi-rigid connections (2000) Kluwer Academic Publishers, pp.47-58.

5. Belenya, E.I. Metallokonstrukcii. Obshhij kurs [Steel Structure. General course] (1986) Stroyisdat, рр. 112-125.

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