Behaviour of pultruded beam-to-column joints using steel web cleats [PDF]
, 2013 Response of pultruded Fibre Reinforced Polymer (FRP) beam-to-column joints with steel bolted web cleats is studied through physical testing. Two joint configurations are considered with either three or two bolts per cleat leg, as per drawings in a ...
Bank +9 more
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Rectangular Gusset Plate Behaviour in Cold-Formed I-Type Steel Connections
Archives of Civil Engineering, 2017 Cold-formed structure connections utilizing gusset plates are usually semi-rigid. This paper investigates the behaviours of rectangular gusset plates in cold-formed connections of elements whose columns and beams are made with lipped back-to-back C ...
Bučmys Ž., Daniūnas A.
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DEFORMATION INDETERMINACY IN GLOBAL ANALYSIS OF STEEL STRUCTURES WITH SEMI-RIGID JOINTS
Facta Universitatis. Series: Architecture and Civil Engineering, 2020 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.
Srđan Živković +3 more
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A review of progressive collapse research and regulations [PDF]
, 2014 History has demonstrated that buildings designed to conventional design codes can lack the robustness necessary to withstand localised damage, partial or even complete collapse. This variable performance has led governmental organisations to seek ways of
Byfield, M.P. +3 more
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Characterization by full-size testing of pultruded frame joints for the Startlink house [PDF]
, 2015 Presented in this paper are test results to determine the moment-rotation characteristics of joint details for a portal frame specific to a pultruded fiber reinforced polymer assembly for the Startlink house.
Mottram, J. Toby, Zafari, Behrouz
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Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi, 2019 Semi-rigid composite connections are connections which have a certain rotational stiffness and bending strength by means of the slab and its reinforcement.
Ahmet Necati Yelgin, Ömer Yönev
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The influence of joints and composite floor slabs on effective tying of steel structures in preventing progressive collapse [PDF]
, 2009 The event of the terrorist attack at 11th September 2001 in the USA has attracted increasing attention of researchers and engineers on progressive collapse of structures.
Hu +14 more
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Length spectra and degeneration of flat metrics [PDF]
, 2009 In this paper we consider flat metrics (semi-translation structures) on surfaces of finite type. There are two main results. The first is a complete description of when a set of simple closed curves is spectrally rigid, that is, when the length vector ...
Duchin, Moon +2 more
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Static Design of Systems with Semi-Rigid Connections Based on Experimental Investigation of the Full Scale Structure [PDF]
, 2013 The paper presents the basic theory and corresponding equations for calculation of the static influences of the structures with semi-rigid connections in joints.
Biljana Mladenovic +4 more
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Standardisation of partial strength connections of extended end-plate connections for trapezoid web profiled steel sections [PDF]
, 2008 Traditionally, connections are usually classified as pinned or rigid although the actual behaviour is known to fall between these two extreme cases. The use of partial strength or semi-rigid connections has been encouraged by codes and studies on the ...
Md. Tahir, Mahmood, Sulaiman, Arizu
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