DEFORMATION INDETERMINACY IN GLOBAL ANALYSIS OF STEEL STRUCTURES WITH SEMI-RIGID JOINTS

Srđan Živković; Marija Spasojević-Šurdilović; Marko Milošević; Nenad Stojković

doi:10.2298/FUACE210128022Z

Facta Universitatis. Series: Architecture and Civil Engineering (Jan 2020)

DEFORMATION INDETERMINACY IN GLOBAL ANALYSIS OF STEEL STRUCTURES WITH SEMI-RIGID JOINTS

Srđan Živković,
Marija Spasojević-Šurdilović,
Marko Milošević,
Nenad Stojković

Affiliations

Srđan Živković: ORCiD; University of Niš, Faculty of Civil Engineering and Architecture, Niš, Serbia
Marija Spasojević-Šurdilović: ORCiD; University of Niš, Faculty of Civil Engineering and Architecture, Niš, Serbia
Marko Milošević: University of Niš, Faculty of Civil Engineering and Architecture, Niš, Serbia
Nenad Stojković: ORCiD; The Academy of Technical and Pre-School Studies Niš, Serbia

DOI: https://doi.org/10.2298/FUACE210128022Z
Journal volume & issue: Vol. 18, no. 3
pp. 319 – 324

Abstract

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This paper shows the procedure for determination of deformation indeterminacy within global analysis of steel constructions with semi-rigid joints, as well as the analysis of deformation indeterminacy within the approximate deformation method. In this paper there has been a detailed comparative analysis with criteria of cinematic system stability and division on steel frame with semi-rigid connections to systems with movable and immovable joints.

Published in Facta Universitatis. Series: Architecture and Civil Engineering

ISSN: 0354-4605 (Print); 2406-0860 (Online)
Publisher: University of Niš
Country of publisher: Serbia
LCC subjects: Fine Arts: Architecture; Technology: Engineering (General). Civil engineering (General)
Website: http://casopisi.junis.ni.ac.rs/index.php/FUArchCivEng

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