| contributor author | Ying Xi | |
| contributor author | J. S. Kuang | |
| date accessioned | 2017-05-08T21:24:42Z | |
| date available | 2017-05-08T21:24:42Z | |
| date copyright | February 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291084-0702%281999%294%3A1%2814%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50421 | |
| description abstract | This paper presents an energy method of analysis for the in-plane ultimate load capacity of cable-stayed bridges. The potential energy of the whole bridge, including bridge deck, stayed cables, and pylons, and the work done by external loads are considered in the development of the bridge energy equation. Both geometric and material nonlinearities are taken into account in the analysis. The method is simple to use and has a high convergence rate. The predictions of the proposed method show good agreement with experimental results. | |
| publisher | American Society of Civil Engineers | |
| title | Ultimate Load Capacity of Cable-Stayed Bridges | |
| type | Journal Paper | |
| journal volume | 4 | |
| journal issue | 1 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(1999)4:1(14) | |
| tree | Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 001 | |
| contenttype | Fulltext | |
