一种模态参数识别的虚假模态剔除技术

针对背景噪声下结构的模态参数识别结果存在虚假模态的情况,分析虚假模态产生的原因,通过理论推导提出辨别虚假模态的判断条件,根据判断条件剔除识别模态参数中包含的虚假模态。以比例阻尼海洋平台结构数值模型为例,在模拟噪声水平5%的工况下,获得结构脉冲响应信号,对基于奇异值分解定阶消噪后的信号用复指数法进行模态参数识别,对识别的模态频率和阻尼比进行虚假模态剔除。结果表明:根据判断条件可有效剔除所识别参数中的虚假模态。     

考虑平台转动的等效水深截断系泊系统优化设计

等效水深截断是混合模型试验中非常重要的一步,合理的截断方案是模型试验成功的前提。现有的研究大多忽略对平台转动的考虑,该文在静态相似准则的基础上增加对平台转动的考虑,推导了系泊系统回复力和转矩的计算公式,建立了满足静态一致性的目标函数,进而采用粒子群算法进行等效水深截断优化设计。以某深水半潜式平台为例,首先在不考虑转动的情况下对其系泊系统进行等效截断,研究发现截断水深的变化对转矩的优化结果影响较大,从而证明了平台转动是应该考虑的。其次在考虑转动的情况下对系泊系统进行等效截断,通过水动力软件验证所优化的结果,证明该方法的可行性,为后续的等效水深截断优化设计的研究提供参考。     

瑶药膏联合瑶药罐治疗脑卒中后肩手综合征40例临床观察

目的：观察瑶药膏联合瑶药罐治疗脑卒中后肩手综合征（SHS）的临床疗效。方法:将80 例脑卒中后SHS患者随机分为治疗组和对照组,每组各40 例。对照组予以西医康复治疗,治疗组在对照组的基础上加用瑶药膏合瑶药罐治疗。治疗4周后,观察比较2组综合疗效及治疗前后的视觉模拟评分法（VAS）评分、Fugl-Meyer运动功能（FMA）评分、水肿程度、改良Barthel指数（MBI）评分。结果：总有效率治疗组为95.00%（38/40）,对照组为80.00%（32/40）,2组比较,差异有统计学意义（P＜0.05）。治疗后,2组VAS、FMA评分,水肿程度以及MBI评分均明显改善,且治疗组改善幅度更为明显,两两比较,差异均有统计学意义（P<0.01或P<0.05）。结论：瑶药膏联合瑶药罐治疗脑卒中后SHS疗效颇佳,可明显缓解疼痛,减轻水肿,改善肢体功能,提升生活质量。     

Damage Localization of Offshore Platforms Under Ambient Excitation

In this paper Nondestructive Damage Detection (NDD) for offshore platforms is investigated under operational conditions. As is known, there is no easy way to measure ambient excitation, so damage detection methods based on ambient excitation have become very vital for the Structural Health Monitoring (SHM) of offshore platforms. The modal parameters (natural frequencies, damping ratios and mode shapes) are identified from structural response data with the Natural Excitation Technique (NExT) in conjunction with the Eigensystem Realization Algorithm (ERA) . A new method of damage detection is presented, which utilizes the invariance property of element modal strain energy. This method is to assign element modal strain energy to two parts, and defines two damage detection indicators. One is compression modal strain energy change ratio (CMSECR); the other is flexural modal strain energy change ratio (FMSECR). The present modal strain energy is obtained by incomplete modal shape and structural stiffness matr     

Modal Identification of Offshore Platforms Using Statistical Method Based on ERA

Identification of modal parameters of a linear structure with output-only measurements has received much attention over the past decodes. In the paper, the Natural Excitation Technique (NEXT) is used for acquisition of the impulse signals from the structural responses. Then Eigensystem Realization Algorithm (ERA) is utilized for modal identification.For disregarding the fictitious ‘computational modes’, a procedure, Statistically Averaging Modal Frequency Method (SAMFM), is developed to distinguish the true modes from noise modes, and to improve the precision of the identified modal frequencies of the structure. An offshore platform is modeled with the finite element method. The theoretical modal parameters are obtained for a comparison with the identified values. The dynamic responses of the platform under random wave loading are computed for providing the output signals used for identification with ERA. Results of simulation demonstrate that the proposed method can determine the system modal frequency with high precision.     

短螺栓型膨胀式自应力灌浆卡箍滑动承载力试验研究

对短螺栓型膨胀式自应力灌浆卡箍的滑动承载力进行了试验研究,首先从自应力产生机理介绍了短螺栓型灌浆卡箍结构,分析了这种结构的特点和优越性,然后在不同膨胀剂掺量和长细比下进行了这种卡箍试件的滑动承载力测试。试验结果表明:滑动承载力随着膨胀剂掺量的增加线性增加;在长细比为1.02~1.67的范围内,滑动应力差异不大,但当长细比增加到3.33时,滑动应力明显降低;而且短螺栓型膨胀式自应力灌浆卡箍比近似结构尺寸的传统长螺栓型卡箍能提供更大的滑动应力。试验结果为短螺栓型膨胀式灌浆卡箍的工程应用提供了一定的设计依据。     

半潜式平台垂荡响应抑制措施研究

半潜式平台垂荡响应较大,对生产平台立管和采油树系统的选择、钻井平台钻杆升沉补偿装置等提出更高要求,增大了作业和维护成本。针对这一问题,在传统结构基础上提出了三种新的结构概念:1)在浮筒底部加垂荡板;2)沿立柱外延加垂荡板;3)改变立柱为变截面结构。通过数值分析对各平台模型水动力性能进行比较,结果表明,各新型结构对半潜式平台垂荡起到一定程度的抑制效果。由于在浮筒底部加垂荡板的方案效果比较突出,对该方案进一步做了优化和改进工作,并对平台在南海百年一遇波浪环境条件下的垂荡响应概率密度函数和响应极值进行了预报和对比研究。     

Prediction of Extreme Significant Wave Height from Daily Maxima

For prediction of the extreme significant wave height in the ocean areas where long term wave data are not available, the empirical method of extrapolating short term data (1-3 years) is used in design practice. In this paper two methods are proposed to predict extreme significant wave height based on short-term daily maxima. According to the da-a recorded by the Oceanographic Station of Liaodong Bay at the Bohai Sea, it is supposed that daily maximum wave heights are statistically independent. The data show that daily maximum wave heights obey log-normal distribution, and that the numbers of daily maxima vary from year to year, obeying binomial distribution. Based on these statistical characteristics, the binomial-log-normal compound extremum distribution is derived for prediction of extreme significant wave heights (50-100 years). For examination of its accuracy and validity, the prediction of extreme wave heights is based on 12 years' data at this station, and based on each 3 years' data respectively     

海洋立管综合环境条件设计标准研究

首先用有限单元法推导海洋输液立管在外界环境荷载条件下的侧向振动微分方程。对渤海某海区的15次风暴过程作了抽样分析，得到以波高为主时的波高、流速序列和以流速为主时的波高、流速序列，并对其进行了Weibull、Gumbel、Lognormal等适线分析，以确定各序列的最优分布形式及相应的特征值。用重点抽样法进行随机模拟得到联合概率为百年一遇的波高的流速。针对线海固定式平台铰接的海洋输液立管，以最大应力为控制条件确定其联合设计标准，并与其它方法作了比较，得到一些有益的结论。