本文已被:浏览次 下载次 |
码上扫一扫! |
|
|
Seismic performance evaluation for jacket platform based on capacity spectrum method |
LIU Hongbing1, CHEN Guoming1, ZHU Benrui1, YANG Dongping2, ZHAO Kang1, L Tao1
|
(1.Centre for Offshore Engineering and Safety Technology, China University of Petroleum, Qingdao 266580, China;2.Technology Inspection Center, China Petroleum & Chemical Corporation, Dongying 257062, China)
|
Abstract: |
As the current offshore platform seismic code cannot consider the inelastic seismic performance and the seismic failure mechanism, the seismic capacity evaluation method of offshore platform was proposed based on the capacity spectrum method. On this basis, the seismic performance and failure modes were obtained precisely, to solve the problem of evaluating the seismic behavior under strong earthquake. According to the design seismic spectrum, the inelastic reaction spectrum was established by reduction factor, and seismic evaluation of the jacket platform in Bohai sea of China was accomplished. The results show that the capacity spectrum method is suitable for offshore platform, because of easy calculation and creditable precision. The inverse triangle and high equivalence methods could be used to evaluate the earthquake force, so that the effects of altitude are considered. The pile foundation is one of the main causes leading to the platform to fail under seismic loads.When designing the seismic performance of a jacket platform, the strength and driving depth of the leg should be guaranteed, in order to avoid failure of pile foundation under strong earthquake which might lead to the platform to overturn. |
Key words: capacity spectrum method jacket platform seismic evaluation performance point failure mode |
|
|