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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
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Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
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Showing 1 to 3 of 3 (0.035 seconds)Spelling suggestions: "subject:"eurocode4"" "subject:"eurocode""
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Concrete Filled Steel Tube Columns - Test compared with Eurocode4Lam, Dennis, Goode, C.D. January 2008 (has links)
No / This paper summarises the data from 1819 tests on concrete-filled steel tube columns and compares their failure load with the prediction of Eurocode 4. The full data is given on the website http://web.ukonline.co.uk/asccs2 . The comparison with Eurocode 4 is discussed and shows that Eurocode 4 can be used with confidence and generally gives good agreement with test results, the average Test/EC4 ratio for all tests being 1.11. The Eurocode 4 limitations on concrete strength could be safely extended to concrete with a cylinder strength of 75 N/mm2 for circular sections and 60 N/mm2 for rectangular sections.
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| 2 |
Prediction of Longitudinal Shear Resistance of Composite Slabs with Profile Sheeting to EC4Lam, Dennis, Qureshi, J. January 2008 (has links)
No
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| 3 |
Push-off Tests on Shear Studs with Hollow-cored Floor Slabs.Lam, Dennis, Elliott, K.S., Nethercot, D.A. January 1998 (has links)
The shear capacity of headed studs in precast concrete hollow-core slab construction has been determined experimentally in 12 full-scale push-off tests. The tests were used to study the effects of the size of the gap between the ends of the precast slabs, and the amount of tie steel placed transversely across the joint, and the strength of concrete infill. Under certain situations the capacity of the stud is reduced compared with that in a solid reinforced concrete slab. Maximum resistances are compared with the predictions of BS 5950 and EC4, and a reduction formula for the precast effect is derived.
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