Global ETD Search
Search theses and dissertations gathered from participating repositories worldwide. Every result links back to the library that holds it. No account is needed.
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Showing 1 to 9 of 9 for “"Eurocode 3"”.
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Behaviour of unstiffened column webs in bolted beam-to-column connections in building frames
… endplates connections.<br/>Investigation of Eurocode 3-Annex J was also undertaken with emphasis on the 7 connections that failed by column web buckling. Comparison between the three different prediction methods were investigated, this involved comparing physical test, Eurocode 3 and finite …
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Behaviour of unstiffened flush end plate beam-to-column connections in structural steelwork
… results obtained by applying the design rules of Eurocode 3 was made.<br/><br/>By comparing the experimental results with the analytical results using finite element method, it was found that the finite element method was quite capable of tackling the complex problem of flush end plate …
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Moment - Rotation characteristics of boltedc beam - to - column aluminium connections
… resistance properties. The development of the Eurocode 9 provides an insight to the design of aluminum structures based on results from various researchers worldwide. However the area of connections remains very sparse with regards to research material as compared to steel as provided by …
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Vulnerability assessment of extended end-plate connections under mainshock-aftershock sequences
… mechanical models in accordance with Eurocode 3 were developed to simulate the behavior of extended end-plate connections under mainshock-aftershock loading in this study. An understrength factor was developed in order to account for the inherent conservatism within Eurocode 3. For the …
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Behaviours of steel connections with unfitted stiffeners
… be applied in design calculations according to Eurocode 3 to adjust for the effects of stiffener gaps.<br/><br/>Key results indicate that adding fitted stiffeners significantly enhances connection performance, reducing maximum stresses and improving load-bearing capacity. While stiffeners with …
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Behaviour of demountable shear connectors in composite structures
… used for the welded shear connections given in Eurocode 4 and AISC 360-10 and the methods used for bolted connections in Eurocode 3 and ACI 318-08. It was found that the AISC 360-10 and ACI 318-08 methods overestimated the shear capacity in some cases. The Eurocode method is conservative and can …
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Consideración de las imperfecciones en el análisis de placas de acero, de secciones armadas de puentes de acero y mixtos, mediante el método de los elementos finitos
… to avoid the increase of fabrication costs. The Eurocode 3 “Design of steel structures” provides design methodologies for slender plates submitted to compression and the design of the stiffeners, if needed. In addition, the use softwares based on the Finite Elements Methods of analysis, FEM, is …
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Biegeknicken und Biegedrillknicken von Stäben und Stabsystemen auf einheitlicher Grundlage
Eurocode 3 Part 1-1 gives design rules for flexural and lateral torsional buckling of structural members and frames treating both failure modes as different stability phenomena, so that for the assessment of these phenomena two different reduction curves chi.c and chi.LT are applied. While the …
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Collapse simulations of steel buildings under fire
… the ASTM E119 standard fire curve and the Eurocode 3 parametric fire curve were selected to simulate the fire loadings and were applied independently to the building models under two different contained fire scenarios. The two scenarios included - 1) first floor corner compartment fire and …