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Safety Evaluation of Marine Derrick Steel Structures Based on Dynamic Measurement and Updated Finite Element Model

机译:基于动态测量和更新有限元模型的船用井架钢结构安全性评估

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In order to forecast the safety loading capacity of marine derrick steel structures, a novel method is proposed, which bases on modal parameters identified from vibration measurement and updated finite element model with optimization, and takes the safety assessment theory as judgment criterion. Firstly, according to the design feature and the shock excitation mode of marine derrick steel structures, the formulas are deduced for identifying modal parameters. Secondly, taking the frequency and modal shape as the key indicators and the relevant design parameters as the updating objects, the dynamic model for the updating finite element model theory is established with optimization. Thirdly, safety judgment criterion is obtained based on formerly criterion and specification. And then, the modal test of marine derrick steel structures is carried out using ocean wave stationary random motivation. The first left to right and the first front to rear natural frequencies and mode shapes are identified. At last, safety evaluation is carried out on the marine derrick steel structures.
机译:为了预测船舶井架钢结构的安全承载能力,提出了一种新方法,该方法基于振动测量确定的模态参数,并优化优化了有限元模型,并以安全评估理论为判断标准。首先,根据船用井架钢结构的设计特点和激振模式,推导了确定模态参数的公式。其次,以频率和模态为主要指标,以相关设计参数为更新对象,优化建立了更新有限元模型理论的动力学模型。第三,基于先前的标准和规范,得出安全性判断标准。然后,利用海浪平稳随机激励对海洋井架钢结构进行了模态试验。标识从左到右的第一个和从前到后的第一个固有频率和模式形状。最后,对船用井架钢结构进行了安全性评估。

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