Results 171 to 180 of about 143,496 (212)
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Modelling and simulation of beam-to-column joints at elevated temperature: A review

Journal of the Franklin Institute, 2011
Abstract This paper presents an overview of the modelling and simulation methods, which have recently been developed in the literature to simulate the behaviour of the beam-to-column joints at elevated temperature. These include curve-fit models, component-based models, finite element models, and artificial neural network models.
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Reliability of the bending resistance of welded beam-to-column joints

Journal of Constructional Steel Research, 2008
This paper deals with the reliability of welded beam-to-column joints designed according to EN 1993-1-8. Based on the set of tests of welded beam-to-column joints, the experimental bending resistance has been obtained. The model’ s uncertainty has been evaluated based on the comparison of the theoretical and experimental values of the bending ...
Dujmović, Darko   +2 more
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Cyclic Tests of Double-Sided Beam-to-Column Joints

Journal of Structural Engineering, 2001
This paper summarizes the results of the full-scale tests on beam-to-column joints, carried out within the experimental program of the COPERNICUS European research project at the “Politehnica” University of Timisoara, Romania. Two series of six double-sided joints with three different beam-to-column connection typologies have been tested under ...
Dan Dubina   +2 more
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Behaviour of flexible end plate beam-to-column joints

Journal of Constructional Steel Research, 1990
Abstract The paper describes an experimental investigation into the structural behaviour of flexible end plate beam-to-column connections. Eight specimens of beam-column joints were tested under gradually increasing static loads with 16 mm, 20 mm and 24 mm diameter bolts and 12 mm and 16 mm thick flexible end plates for a constant beam and a constant
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Cyclic behavior of bolted and welded beam-to-column joints

International Journal of Mechanical Sciences, 2007
Abstract Extensive experimental, analytical and design studies in the recent past have been undertaken on the behavior of joint which has a direct influence on the stability of steel frame. Few experimental studies on the joint, however, have been carried out to compare between the behavior of sub-assemblages with high-strength bolted and welded ...
Cheol Min Yang, Young Moon Kim
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Experimental investigation of welded beam-to-column joints

2008
Neglecting the real joint behaviour in frame analysis may result in unrealistic predictions of the response and reliability of steel frames. The reliability of the prediction of main joint properties according to the component method (Eurocode 3 – Part 1.8) still remains open to further investigation.
Skejić, Davor   +2 more
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Development of Flexible Joint for Beam-to-Column Abutment

2022
M. P. Son   +2 more
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Prediction model of the failure mode of beam-column joints using machine learning methods

Engineering Failure Analysis, 2021
Xiangling Gao, Chen Lin
exaly  

Reliability assessment of beam-to-column joints with cleats

2009
Još uvijek je uobičajeno u projektantskoj praksi provoditi analizu okvirnih čeličnih konstrukcija pretpostavljajući da su priključci nosač-stup nepopustljivi i da su pune otpornosti. Nedostaci ovog pristupa očituju se u nepotrebno skupoj konstrukciji, što izlazi na vidjelo kada se počnu projektirati i izvoditi takvi detalji.
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