| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 10997961 | Structures | 2016 | 9 Pages |
Abstract
The paper also presents an empirical equation based on multiple regression analysis of the test results was proposed as an attempt to predict the load-carrying capacity of nailed connections in shear.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
R. Crocetti, P.J. Gustafsson, U.A. Girhammar, L. Costa, A. Asimakidis,