| 基于概率的桥梁极限状态设计规范在美国实施的经验 |
| |
| 作者姓名： | J.M.Kulicki |
| |
| 作者单位： | Modjeski及Masters公司 |
| |
| 摘 要： | 欧洲、加拿大及美国一直致力于研究和发展基于概率的桥梁极限状态设计规范,研究成果包括欧洲规范、加拿大公路桥梁设计规范(以及早期的安大略省公路桥梁设计规范)和美国国家公路与运输协会标准体系的美国桥梁设计规范.总结了在7年的漫长历程中,从最初的决策研究发展AASHTO LRFD桥梁规范,再到最终于1993年草案审查与通过的过...
|
| 关 键 词： | 规范 可靠性 桥梁设计 极限状态 规范校准 |
The U.S. Experience with Developing and Implementing a Probability Based Limit States Bridge Specification |
| |
| J.M.Kulicki.The U.S. Experience with Developing and Implementing a Probability Based Limit States Bridge Specification[J].Journal of Chongqing Jiaotong University,2011(Z2):1165-1184,1191. |
| |
| Institution: | J.M.Kulicki(Modjeski & Masters,Inc.,Mechanicsburg,Pennsylvania,USA) |
| |
| Abstract: | Europe,Canada and the United States have been developing new probabilistic limit States Bridge Design Specifications,the Eurocode,the Canadian Highway Bridge Design Code(and the earlier Ontario Highway Bridge Design Code) and the AASHTO LRFD Specifications for Bridges(AASHTO LRFD).This paper summarizes the seven-year long process that led to the decision to develop the AASHTO LRFD,the objectives,and the draft review process culminating in adoption in 1993.It then describes the implementation and further development during the decade since,and presents an evolving plan to continue development of the limit states specifications for design and rating of bridges. |
| |
| Keywords: | specifications reliability bridge design limit states code calibration |
| 本文献已被 CNKI 等数据库收录！ |
|
