| contributor author | Alexander Porteous | |
| contributor author | Abdy Kermani | |
| date accessioned | 2017-05-08T20:59:24Z | |
| date available | 2017-05-08T20:59:24Z | |
| date copyright | May 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9445%282005%29131%3A5%28806%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34539 | |
| description abstract | This paper presents an experimental investigation into the translational behavior of timber joints formed with steel gusset plates and connected by fully overlapping nails. Over 1,200 joints have been tested and their load–displacement characteristics studied, incorporating all of the factors that have influence on the strength and stiffness behavior of the joints. Using an empirical approach, a load–displacement model enveloping all displacement states up to failure is developed. The model incorporating characteristic properties is compared with the behavior of equivalent joints designed in accordance with | |
| publisher | American Society of Civil Engineers | |
| title | Fully Overlapping Nailed Joints with Steel Gussets in Timber Structures | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2005)131:5(806) | |
| tree | Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 005 | |
| contenttype | Fulltext | |