自升式钻井平台中高压管道应力分析

高压泥浆系统是自升式钻井平台中的重要系统,对维持生产作业、保证平台的安全具有极为重要的意义。作为一个高性能,高应力系统,对高压泥浆系统进行应力分析以便对管线系统的布置、支吊架位置和结构进行评估是很有必要的。鉴于此,从分析理论、参考标准、分析工具和校核工况组合等多个方面进行探讨,计算该高压泥浆系统的一次应力和二次应力,法兰的强度以及模态分析,得到合理的管路布置,探索出自升式钻井平台中高压泥浆系统应力分析的可行方法。     

基于有限元模型和模态参数的损伤识别

本文从特征值问题出发 ,结合结构系统的有限单元模型并引入单元损伤因子 ,导出了求解单元损伤因子的方程 ,从而可以确定结构的损伤位置和损伤程度。利用简支梁进行了数值模拟 ,建立了简支梁的有限单元模型 ,用不同单元弹性模量的降低来模拟各种不同的损伤工况 ,并对每种工况进行了损伤位置和损伤程度识别 ,数值模拟结果同实际情况吻合很好。     

Numerical modeling on the interaction of internal solitary wave with slope-shelf and modal analysis

On the basis of a nonhydrostatic numerical model,the interaction of internal solitary wave with slope-shelf was studied.The breaking and polarity transformation were analyzed.A "kink" structure,due to shoaling topography and higher nonlinear effect,was found to be generated by the leading wave before breaking.Coherent vortex shedding behind the leading wave was presented.The evolution characteristics of the modal structure were analyzed based on the empirical orthogonal function method.The modal structure was complicated due to the effect of the variable topography,especially when breaking occurred.In the performed experiments,the contributions to the total variance from higher mode jumped from no more than 20% to over 40%.     

多点地震激励下基于改进振型位移法的反应谱方法

基于平稳随机振动理论，运用改进的振型位移法，得到结构多点输入改进的反应谱法，对其中相关系数进行了计算和讨论，对相关系数解析解进行了讨论，得到了解析公式的适用范围。最后通过算例进行了本文方法与MSRS方法计算结果比较，说明本文方法推导是正确的，收敛速度高于MSRS方法。     

基于动力特征参数的板类结构损伤诊断

以两对边固定、两对边简支方形弹性薄板为研究对象，通过数值计算得到板损伤前后的多阶模态参数，以此定义位移特征参数及转角特征参数并用于板的损伤诊断研究。结果表明这两类参数均可用于结构损伤的探测与定位，并能大致判断损伤的程度，其中又以后者的精度为优。     

Characteristics of coastal-trapped waves induced by typhoon along the southeast coast of Honshu,Japan

Mooring observations using ADCP, electromagnetic current meters and thermometers were performed to clarify the vertical and horizontal structure of coastal-trapped waves (CTWs) on continental shelf and slope on the eastern side of Sagami Bay, Japan, in August and September 2003. A strong inflow associated with CTW caused by Typhoon 0315 (CTW15) was observed with remarkable downwelling. The maximum current due to CTW15 was over 100 cm s⁻¹, confined to the upper layer shallower than 90 m. The CTW (CTW10) induced by Typhoon 0310, was associated with the coastal upwelling and maximum outflow was 33 cm s⁻¹; the currents were extended near the bottom at 230 m depth. Remarkable discrepancies were found between the current structures of CTWs. CTW15 was explained by superposing the second CTW mode on the first CTW mode, whereas CTW10 was explained by the first CTW mode. The generation and propagation processes of both CTWs were reproduced by numerical experiments using a three-dimensional level model. The model results indicated that the difference of modal characteristics between CTW15 and CTW10 already exists in the CTW generation region and are due to difference of the wind direction, i.e., the typhoon’s path.     

冻结砂土在动荷载下的蠕变特征

通过分析不同试验条件下的蠕变过程曲线,探讨了冻结砂土在动荷载下的蠕变模型,分析了最大加载应力,温度及加载频率对冻土蠕变破坏应变,破坏时间和最小蠕变速率的影响.结果表明,当最大加载应力变大时,破坏应变增加,破坏时间缩短,最小蠕变速率变快;加载条件相同时,温度越低,破坏应变越小,破坏时间越长,最小蠕变速率越小;加载频率变化时,最小蠕变速率的变化无明显规律,都在一个量级范围内,当频率变大时,最小蠕变速率略有变小的趋势.频率增加,破坏时间缩短,破坏应变减小.频率小于7Hz时,频率对破坏应变和破坏时间影响较大,而当频率大于7Hz时,随频率加快,破坏时间和破坏应变只略有减小.     

在线监测环境下土木结构的模态识别研究

建立在线监测环境下结构考虑时效的模态识别计算方案。采用基于各测点加速度响应互功率谱的频域多参考点模态识别法来实现结构模态参数的抽取,从而绕过了监测环境下激励监测的技术难题;并用频域的平均法使识别参数的拟合曲线平滑和发现参数的变化趋势。通过对美国结构健康监测研究小组公布的Benchmark问题的第一阶段解析模型模拟加速度响应数据的识别,表明本文采用的算法有较好的识别精度和识别速度,是一个可行的在线监测环境下的模态识别计算方案。