| contributor author | Max A. M. Herzog | |
| date accessioned | 2017-05-08T20:53:08Z | |
| date available | 2017-05-08T20:53:08Z | |
| date copyright | November 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9445%281989%29115%3A11%282740%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30473 | |
| description abstract | AS current design codes are either too complicated or too inaccurate, a new approach is formulated by the posterior analysis of 254 worldwide tests. It is sufficiently accurate for design purposes, while also very simple. It permits the realistic proportioning not only of plate girder webs and flanges but also of the transverse and longitudinal stiffeners. The probabilistic aspect of modern safety philosophies is accounted for by introducing resistance factors that fit the 5% fractiles of test results as lower bounds of the ultimate strength. | |
| publisher | American Society of Civil Engineers | |
| title | Design Formulas for Unstiffened and Stiffened Plate Girders in Shear | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1989)115:11(2740) | |
| tree | Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 011 | |
| contenttype | Fulltext | |
