| contributor author | Lawrence A. Soltis | |
| contributor author | Finn K. Hubbard | |
| contributor author | Thomas L. Wilkinson | |
| date accessioned | 2017-05-08T20:52:09Z | |
| date available | 2017-05-08T20:52:09Z | |
| date copyright | September 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A9%282141%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29874 | |
| description abstract | Design values for bolted timber joints are empirically based on research conducted over 50 years ago. The analytical and experimental results of this study confirm that the previous recommendations are still valid. The analytical method used in this study, the European yield theory, explains much of the observed behavior of bolted timber joints and can be used for material properties not included in the original research. It also incorporates the effect of bolt yield stress, which is not considered in current design. | |
| publisher | American Society of Civil Engineers | |
| title | Bearing Strength of Bolted Timber Joints | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:9(2141) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 009 | |
| contenttype | Fulltext | |