| contributor author | Suphasit Sirisak | |
| contributor author | P. K. Basu | |
| date accessioned | 2017-05-08T21:21:05Z | |
| date available | 2017-05-08T21:21:05Z | |
| date copyright | March 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%291076-0342%281998%294%3A1%2837%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48059 | |
| description abstract | Three aspects of accurate evaluation of structural integrity of truss bridges are presented: indirect damage identification, strength evaluation based on inelastic large deformation shakedown analysis, and residual fatigue life determination in the presence of crack-like flaws. In each case, an example problem is presented to demonstrate the application of the proposed methods. Also, the reliability of the proposed methods is discussed. | |
| publisher | American Society of Civil Engineers | |
| title | Improved Procedures for Structural Integrity Evaluation of Bridges | |
| type | Journal Paper | |
| journal volume | 4 | |
| journal issue | 1 | |
| journal title | Journal of Infrastructure Systems | |
| identifier doi | 10.1061/(ASCE)1076-0342(1998)4:1(37) | |
| tree | Journal of Infrastructure Systems:;1998:;Volume ( 004 ):;issue: 001 | |
| contenttype | Fulltext | |
