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Research on the seismic fortification level of offshore platform in Bohai Sea and adjacent areas
作者姓名:彭艳菊  吕悦军  唐荣余  沙海军
作者单位:Institute of Crustal Dynamics China Earthquake Administration Beijing 100085 China,Institute of Crustal Dynamics China Earthquake Administration Beijing 100085 China,Institute of Crustal Dynamics China Earthquake Administration Beijing 100085 China,Institute of Crustal Dynamics China Earthquake Administration Beijing 100085 China
基金项目:Important Research of the Tenth Five-year Plan from China Earthquake Administration ″Seismic hazard assessment and structure seismic fortification″ and ″Reliability of seismic fortification level of offshore platforms″.
摘    要:Introduction Offshore platform is the main facility for exploitation of ocean resources, e.g. oil and gas. Nearly 6 000 platforms have been built in the world, 100 among them in China, another 100 will be erected in China in the coming 5 years. The current aseismic design code commonly used in the world is RP2A-WSD based on the seismic hazard zone in the coastal waters of the United States, which is compiled by American Petroleum Institute (American Petroleum Institute, 2002). No specif…

收稿时间:28 February 2005
修稿时间:27 June 2005

Research on the seismic fortification level of offshore platform in Bohai Sea and adjacent areas
PENG Yan-ju,L Yue-jun,TANG Rong-yu,SHA Hai-jun.Research on the seismic fortification level of offshore platform in Bohai Sea and adjacent areas[J].Acta Seismologica Sinica(English Edition),2005,18(6):697-706.
Authors:PENG Yan-ju  L Yue-jun  TANG Rong-yu  SHA Hai-jun
Institution:Institute of Crustal Dynamics, China Earthquake Administration, Beijing 100085, China
Abstract:API code is introduced at first, and then a comparison of seismic character and seismic hazard between Bohai and Southern California is carried out. The analysis indicates both the seismic frequency and intensity and the seismic hazard of Bohai are much weaker than that of Southern California. API code states the strength level and deforma-tion level of permanent structures in Southern California takes 200 a and several hundred to a few thousand years respectively. But in the reference codes in China, the seismic levels take 500 a and 10 000 a for strength design and deformation design, and it seems too conservative. In China, the deformation level of class A structure takes 2%~3% probabilities of exceedance in reference period 100 a, and that of class B and C often takes 2%~3% in 50 a. Now that offshore platforms may cause server subsequent risk, it is safe to take 1% in 30 a as its deformation de-sign level. On the basis of the above analyses and social economic level and the consistency with present codes, the strength design level and deformation design level of Chinese offshore platforms is suggested to take 200 a and 3 000 a respectively.
Keywords:Bohai Sea  offshore platform  RP2A-WSD code  seismic fortification level
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