| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6750347 | Journal of Constructional Steel Research | 2018 | 20 Pages |
Abstract
This paper addresses the design criteria to be adopted to assure full-strength full-ductility behaviour of Unstiffened Extended End-Plate (U-EEP) beam-to-column joints. The validation of the design procedure is accomplished by three-dimensional finite element analyses with ABAQUS 6.13 software. Finally, in order to clarify the design procedure in detail, a worked numerical example concerning the design of an external joint is presented.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Antonella B. Francavilla, Massimo Latour, Vincenzo Piluso, Gianvittorio Rizzano,