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针对某半潜式生活平台,计算其主体结构强度并校核其是否符合规范要求。首先采用SESAM软件的Genie模块对半潜生活平台进行结构有限元、湿表面和水动力模型的建模,运用HydroD水动力模块计算了结构在不同周期和不同浪向下的幅值响应系数(RAO),通过RAO极值来确定设计波法中波浪的参数,将确定的设计波通过RAO极值来确定设计波法中波浪的参数,将确定的设计波通过载荷传递施加到模型上,采用Sestra求解器模块进行求解。最后采用Xtract模块进行应力结果后处理,计算结构的强度并校核其是否符合规范要求。结果表明,本文设计的半潜生活平台结构强度满足规范要求。本文研究方法和研究结论可为半潜式平台的强度计算提供有效参考且具有实际意义。 相似文献
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In the traditional method for the reliability analysis of fault-tolerant system, the system structure is described by means
of binary decision diagram (BDD) and Markov process, and then the reliability indexes are calculated. However, as the size
of system augments, the size of state space will increase exponentially. Additionally, Markov approach requires that the failure
and repair time of the components obey an exponential distribution. In this study, by combining dynamic fault tree (DFT) and
numerical simulation based on the minimal sequence cut set (MSCS), a new method to evaluate reliability of fault-tolerant
system with repairable components is proposed. The method presented does not depend on Markov model, so that it can effectively
solve the problem of the state-space combination explosion. Moreover, it is suitable for systems whose failure and repair
time obey an arbitrary distribution. Therefore, our method is more flexible than the traditional method. At last, an example
is given to verify the method. 相似文献