| contributor author | D. Rosowsky | |
| contributor author | D. S. Gromala | |
| contributor author | P. Line | |
| date accessioned | 2017-05-08T20:59:18Z | |
| date available | 2017-05-08T20:59:18Z | |
| date copyright | February 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9445%282005%29131%3A2%28338%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34477 | |
| description abstract | The procedures underlying the load and resistance factor design (LRFD) format for engineered wood construction combine elements of reliability analysis with the experience gained from decades of successful use of allowable stress design procedures. However, the judgments applied in much of the early development or LRFD hinged directly on the load factors and underlying load distribution assumptions in the 1993 version of the | |
| publisher | American Society of Civil Engineers | |
| title | Reliability-Based Code Calibration for Design of Wood Members Using Load and Resistance Factor Design1 | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2005)131:2(338) | |
| tree | Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 002 | |
| contenttype | Fulltext | |
