| contributor author | Chai Hong Yoo | |
| contributor author | Philip C. Littrell | |
| 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%282127%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29873 | |
| description abstract | A finite element bridge model of cross section reflecting interstate quality was analyzed for varying curvatures, lengths, and bracing intervals. Results from this parametric study were analyzed by linear and nonlinear regression techniques to predict the ratio of: (1) Maximum bending stress; (2) maximum warping stress; and (3) maximum deck deflection for a curved bridge to corresponding quantities of a straight bridge of equal length. In addition, an empirical equation was developed to provide a guideline for setting the maximum bracing spacing. | |
| publisher | American Society of Civil Engineers | |
| title | Cross‐Bracing Effects in Curved Stringer Bridges | |
| 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(2127) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 009 | |
| contenttype | Fulltext | |
