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海上升压站的抗震性能分析

Seismic Performance Analysis of Offshore Substation

  • 摘要:
      目的  对处于地震活动区域内的海上升压站整体模型进行地震工况下强度和韧性分析,分析海上升压站在设计基准期不同超越概率的海床面运动强度水平下的性能。
      方法  强度分析采用响应谱法评估结构的抗震性能,韧性分析采用静力弹塑性分析方法进行倒塌计算来评估结构的抗震性能。
      结果  通过对海上升压站主体结构和附属构件的抗震性能进行分析,认为海上升压站在考虑足够安全储备的前提下能满足“小震不坏,中震可修,大震不倒”的抗震设防要求。
      结论  研究表明该海上升压站结构体系具有较好的抗震性能。

     

    Abstract:
      Introduction  In this paper, strength and toughness analysis under earthquake for the whole model of offshore substation is presented, performance of offshore substation is analyzed under effect of earthquake in the design reference period different exceedance probabilities.
      Method  The seismic performance was evaluated by the results from response spectrum method for strength analysis and the pushover analysis method for toughness analysis.
      Result  By analyzing performance of substation jacket platform and accessory structures, the seismic performance of the structure meets the requirement of "No damage under minor earthquake, Repairable under moderate earthquake, No collapsing under major earthquake" considering sufficient safety factor.
      Conclusion  It shows that the offshore substation has good seismic performance.

     

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