11 |
The behaviour of reinforced concrete flat slabs /Jenkins, Bryan Robert. January 1972 (has links) (PDF)
Thesis (M.E.) -- University of Adelaide, Dept. of Civil Engineering, 1974.
|
12 |
Photoelectron diffraction for structure analysis-a comparison of cluster and slab approaches /Ng, Chun-yu. January 1997 (has links)
Thesis (M. Phil.)--University of Hong Kong, 1997. / Includes bibliographical references (leaf 43-45).
|
13 |
Limit analysis of reinforced concrete slabs by finite element methodArockiasamy, Madasamy, January 1971 (has links)
Thesis (Ph. D.)--University of Wisconsin--Madison, 1971. / Typescript. Vita. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references.
|
14 |
The behaviour and repair of slabs containing misplaced reinforcement /Lee, Yoon Moi. January 1978 (has links)
No description available.
|
15 |
Tests to collapse of concrete slabs with edge beamsBalazic, John Michael. January 1982 (has links)
No description available.
|
16 |
Tensile membrane action in reinforced concrete slabsCook, William Digby. January 1982 (has links)
No description available.
|
17 |
Computer simulation of hollowcore concrete flooring systems exposed to fire : a thesis submitted in partial fulfilment of the requirements for the degree of Doctor of Philosophy, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand /Chang, Jeremy. January 1900 (has links)
Thesis (Ph. D.)--University of Canterbury, 2007. / Typescript (photocopy). "April 2007." Includes bibliographical references (p. 275-289). Also available via the World Wide Web.
|
18 |
Steel fiber reinforced concrete ground slabs : a comparative evaluation of plain and steel fiber reinforced concrete ground slabsElsaigh, Walied Ali Musa Hussein 03 March 2006 (has links)
Please read the abstract in the section 00front of this document / Dissertation (Dissertation (MEng)--University of Pretoria, 2001)--University of Pretoria, 2001. / Civil Engineering / unrestricted
|
19 |
Tensile membrane action in reinforced concrete slabsCook, William Digby. January 1982 (has links)
No description available.
|
20 |
Demountable reinforced concrete slabs using dry connectionAlmahmood, Hanady A.A., Ashour, Ashraf, Figueira, Diogo, Yildirim, Gurkan, Aldemir, A., Sahmaran, M. 06 May 2023 (has links)
Yes / This paper presents an experimental investigation of a new dry connection for reinforced concrete slab elements. Seven full-scale slabs were tested; one slab was monolithic as control specimens, while the other six were assembled using top and bottom steel plates joined by high tensile steel bolts. Two scenarios were proposed for the connection, a simple bolted connection, and a connection with a shear key. The parameters studied were the use of stirrups at the connection section, the step size of the shear key as well as the bolt diameter and number. The test results showed that using a shear key at the assembled section in demountable slabs is more efficient than the simple bolted connection, providing higher flexural stiffness, load capacity, and less deflection. However, increasing the shear key step size improved the flexural performance of the demountable slabs. In addition, adding stirrups to the assembled section enhanced the flexural stiffness and the total load capacity of the demountable slabs. Furthermore, the predictions for the moment capacity and deflection demountable slabs have reasonably good agreement with the experimental results but require additional calibrated data from experiments to be generalized. / Department for Business, Energy and Industrial Strategy (BEIS)
|
Page generated in 0.0439 seconds