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A simplified method to predict sway of rigid multi-storey steel frames
Steel and Composite Structures, 2004The lateral sway of a multi-storey steel frame should be limited so as to ensure the comfort of the occupants and for the protection of mechanical and architectural systems. This paper investigates the applicability of Schueller\'s equation for predicting sway of rigid steel frames, and proposes a number of modifications to the equation so that it can ...
Mahmud Ashraf, D A Nethercot
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THE MULTI-STOREY BUILDINNGS STEEL FRAMES VITALITY IN THE FIRE INCREASING
Modern construction and architecture, 2023In the article multi-story buildings steel frames in the fire before and after the first destruction is investigated, the frames vitality in the fire is investigated. It is emphasized on the relevance of the research during the war of the russian federation against Ukraine.
М.К. Daurov, A.S. Bilyk
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SOME MODEL TESTS ON MULTI-STOREY RIGID STEEL FRAMES.
Proceedings of the Institution of Civil Engineers, 1959exaly +2 more sources
The Behaviour of Multi-Storey Steel Frames in Fires
Australian Journal of Structural Engineering, 2002In order to investigate the effect of fire on a multi-storey steel frame building, a particular 17 storey building was studied to determine the behaviour as a fire spread throughout one floor of the building. Resistance to wind or seismic lateral forces acting along the major axis of the building is provided by moment resisting frames on two opposite ...
Peter J. Moss, G. Charles Clifton
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Robustness assessment of semi-rigid steel multi-storey frames
Structures, 2020Abstract In recent years, the interest in knowledge and evaluation of the post-critical path of structures has increased mainly due to the recent occurrence of terrorist attacks and other exceptional events. In steel structures, joints play an essential role in the structural behaviour.
Vitor Rodrigues Gomes +3 more
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A Study of Progressive Collapse in Multi-Storey Steel Frames
Structures Congress 2005, 2005Although progressive collapse is not a new topic in the structural field, recent collapses have brought this issue to the fore. Following the partial collapse of the Ronan Point residential tower block in London, the UK building regulations provided recommendations to guard against disproportionate collapse.
Ru Liu, Buick Davison, Andrew Tyas
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Optimum seismic design of a multi-storey steel frame
Engineering Structures, 2006An interior three-storey frame structure with a column and 4 beams in each floor is investigated. The vertical and horizontal (seismic) forces, normal forces and bending moments as well as elastic interstorey drifts are calculated. The welded box columns and rolled I-section beams are designed for minimum weight and cost. The beam-to-column connections
Jármai, K., Farkas, J., Kurobane, Y.
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Experimental behaviour of multi-storey steel frames
Journal of Constructional Steel Research, 1994Abstract Two kinds of test were conducted on three-storey steel frames. One was a static test under monotonically increasing loads, while the other was a pseudo-dynamic test using the on-line earthquake response test technique. The results obtained from the two tests on identical frames showed the possibility of representing dynamic load effects by ...
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Static and dynamic stability of cracked multi-storey steel frames
Structural Engineering and Mechanics, 2016Multi-storey frame structures are frequently exposed to static and dynamic forces. Therefore analyses of static (buckling) and dynamic stability come into prominence for these structures. In this study, the effects of number of storey, static and dynamic load parameters, crack depth and crack location on the in-plane static and dynamic stability of ...
ÖZTÜRK, HASAN +2 more
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Design of unbraced multi-storey steel frames
Journal of Constructional Steel Research, 2006Abstract Simple approximate methods for analysis of unbraced frames have played a part in encouraging the use of steel in construction. These methods have been supported by research, to verify and to extend their scope. This paper questions their continued use and further development.
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