A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Ultimate strength theory for eccentrically loaded reinforced concrete columns
Method for computing ultimate strength of reinforced concrete sections subject to combined bending and compression; it is based on idealized stress strain diagram proposed by F.von Emperger and developed by V.P. Jensen, in which compressive strain of concrete at failure is divided into perfectly elastic and perfectly plastic stage.
Ultimate strength theory for eccentrically loaded reinforced concrete columns
Method for computing ultimate strength of reinforced concrete sections subject to combined bending and compression; it is based on idealized stress strain diagram proposed by F.von Emperger and developed by V.P. Jensen, in which compressive strain of concrete at failure is divided into perfectly elastic and perfectly plastic stage.
Ultimate strength theory for eccentrically loaded reinforced concrete columns
Mag Concrete Research
Cowan, H.J. (author)
1951
4 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Ultimate Strength of Eccentrically Loaded Concrete Columns Reinforced with CFRP Bars
| British Library Conference Proceedings | 1996
Eccentrically-loaded reinforced concrete columns
| Engineering Index Backfile | 1938
Testing eccentrically loaded externally reinforced high strength concrete columns
| British Library Conference Proceedings | 2003
Safety of eccentrically loaded reinforced concrete columns
| Engineering Index Backfile | 1962
Eccentrically loaded concrete columns
| Engineering Index Backfile | 1944