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pro vyhledávání: '"Lawson, R.M."'
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For composite cellular beams, additional deflections occur due to the loss of bending and shear stiffness at the opening positions and also due to slip in the shear connectors caused by partial shear connection. Design formulae are presented
For composite cellular beams, additional deflections occur due to the loss of bending and shear stiffness at the opening positions and also due to slip in the shear connectors caused by partial shear connection. Design formulae are presented
Externí odkaz:
http://hdl.handle.net/10454/16644
Yes
For composite beams with low degrees of shear connection, additional deflections occur due to slip in the shear connectors, which can be significant for beams with low degrees of shear connection. A design formula is presented for the effect
For composite beams with low degrees of shear connection, additional deflections occur due to slip in the shear connectors, which can be significant for beams with low degrees of shear connection. A design formula is presented for the effect
Externí odkaz:
http://hdl.handle.net/10454/8862
Publikováno v:
In Thin-Walled Structures November 2024 204
Precast concrete floors are widely used in building construction, but there is little detailed design guidance on their application in steel-framed buildings. Traditionally the steel beams have been designed to support the precast slabs on their top
Externí odkaz:
http://hdl.handle.net/10454/5778
Publikováno v:
In Engineering Structures 1 October 2020 220
Autor:
Taufiq, H., Lawson, R.M.
Publikováno v:
In Journal of Constructional Steel Research April 2020 167
Publikováno v:
In Engineering Structures 15 December 2015 105:123-136
Publikováno v:
In Engineering Structures 15 June 2015 93:36-49
Akademický článek
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Publikováno v:
In Journal of Constructional Steel Research August 2013 87:48-59