Rotational stiffness characteristics of steel beam-to-column connections
- 1 January 1987
- journal article
- Published by Elsevier BV in Journal of Constructional Steel Research
- Vol. 8, 17-54
- https://doi.org/10.1016/0143-974x(87)90052-6
Abstract
No abstract availableThis publication has 3 references indexed in Scilit:
- Effect of lack of fit on connection restraintJournal of Constructional Steel Research, 1987
- Preliminary investigations into the behaviour of extended end-plate steel connections with backing platesJournal of Constructional Steel Research, 1986
- The analysis of frames with semi-rigid connections — A state-of-the-art reportJournal of Constructional Steel Research, 1983