Results 31 to 40 of about 36,027 (199)
The angle steel member is the most commonly used component form of the transmission tower structure. Considering its connection characteristics, we must deal with its stability analysis under semi-rigid constraint conditions for the proper study of the ...
Qiu Feng +7 more
doaj +1 more source
Analytical studies of the behaviour of semi-rigid non-sway frames with tubular columns. [PDF]
This thesis reports the research investigation on the behaviour of non-sway frames with SHS columns taking into consideration the influence of semi-rigid flowdrill connections.
Abd-Rahman, A.B. +1 more
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Frame behaviour with semi-rigid connections. [PDF]
In this thesis both analytical and design studies have been conducted on the behaviour of fully and semi-rigidly connected multistorey steel frames.
Chikho, A.H., Chikho, Abdul Hakim
core
Background Functional treatment is a widely used and generally accepted treatment for ankle sprain. A meta-analysis comparing the different functional treatment options could not make definitive conclusions regarding the effectiveness, and until now ...
Lardenoye Sacha +5 more
doaj +1 more source
The response of non-sway steel framed structures with semi-rigid connections. [PDF]
This thesis describes research work undertaken to examine the influence of joint resis- tance to in-plane moments on the assessment of five fun scale two dimensional steel frames.
Lau, Sui Ming, Lau, S.M.
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Shape Optimization of Assembled Single-Layer Grid Structure with Semi-Rigid Joints [PDF]
This paper takes the effect of the semi-rigid joints into account to optimise the assembled free-form single-layer grid structure. Based on the experimental results of the semi-rigid joints, finite element models of single-layer grid structure with semi ...
Feng, R. +5 more
core +1 more source
INFLUENCE OF THE SEMI‐RIGID BOLTED STEEL JOINTS ON THE FRAME BEHAVIOUR
This research work describes the analysis of steel semi rigid joints that are subjected to bending and tension or compression. The main attention is focussed on the beam‐to‐beam and plate bolted joints. Usually influence of axial force is neglected. In fact, the level of tension or compression of axial force can be significant and has some impact on ...
Daniūnas, Alfonsas, Urbonas, Kęstutis
openaire +2 more sources
The influence of semi-rigid connections on the performance of steel framed structures in fire. [PDF]
Observation of fire damaged structures and recent fire tests at the Cardington LBTF have suggested that even nominally `simple' connections are capable of providing significant restraint at elevated-temperatures. As most frames
Leston-Jones, L.C. +1 more
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This article presents a calculation of the most aggressive zones of pressure of interlocking systems with rigid and semi-rigid locking system on the roots of the abutment teeth.
doaj
Behaviour of semi-rigid composite connections for steel framed buildings [PDF]
During propped construction the steel-concrete composite action resists dead as well as imposed loads. Conversely, the steel section alone resists the floor self-weight in unpropped beams.
Muniasamy, D.
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