Soil-Structure Interaction Analysis of Jack-up Platforms Subjected to Monochrome and Irregular Waves     

Maziar Gholami KORZANI  Ali Akbar AGHAKOUCHAK 《海洋工程》2015,29(1):65-80

As jack-up platforms have recently been used in deeper and harsher waters, there has been an increasing demand to understand their behaviour more accurately to develop more sophisticated analysis techniques. One of the areas of significant development has been the modelling of spudcan performance, where the load-displacement behaviour of the foundation is required to be included in any numerical model of the structure. In this study, beam on nonlinear winkler foundation (BNWF) modeling—which is based on using nonlinear springs and dampers instead of a continuum soil media—is employed for this purpose. A regular monochrome design wave and an irregular wave representing a design sea state are applied to the platform as lateral loading. By using the BNWF model and assuming a granular soil under spudcans, properties such as soil nonlinear behaviour near the structure, contact phenomena at the interface of soil and spudcan (such as uplifting and rocking), and geometrical nonlinear behaviour of the structure are studied. Results of this study show that inelastic behaviour of the soil causes an increase in the lateral displacement at the hull elevation and permanent unequal settlement in soil below the spudcans, which are increased by decreasing the friction angle of the sandy soil. In fact, spudcans and the underlying soil cause a relative fixity at the platform support, which changes the dynamic response of the structure compared with the case where the structure is assumed to have a fixed support or pinned support. For simulating this behaviour without explicit modelling of soil-structure interaction (SSI), moment-rotation curves at the end of platform legs, which are dependent on foundation dimensions and soil characteristics, are obtained. These curves can be used in a simplified model of the platform for considering the relative fixity at the soil-foundation interface.  相似文献   

基于半数值方法的限弯器剪弯刚度分析     

丁乐声  陈金龙  陈潇  郭豪  张聪 《海洋工程》2022,40(6):152-159

柔性管缆限弯器存在接触非线性导致剪弯刚度分析困难。为此先基于悬臂梁方程建立剪弯刚度理论模型;然后构建考虑接触边界的锁合结构数值模型,得到其扭转刚度曲线;最后结合理论分析和数值计算求得考虑接触非线性的限弯器剪弯刚度曲线,并同传统的整体数值方法相比较,验证该半数值分析方法的有效性。对比发现基于半数值方法的限弯器剪弯计算效率远高于传统数值方法,其结果误差也满足工程需求;并且限弯器锁合结构处受接触边界影响有明显的非线性;限弯器子梁这一短梁结构基于Timoshenko梁理论计算的结果精度更高也更保守。相较于传统数值方法,该半数值方法用方程直接表达部分参数与剪弯刚度关系,并可以高效地分析限弯器剪弯刚度,使设计工作更加高效。  相似文献   

波束角偏差对多波束测量的影响及校正     

董庆亮  孙昊  张哲  李明叁 《海洋测绘》2014,34(5):27-30

波束角偏差是影响多波束系统测量精度的因素之一,严重时导致测量的海底地形成凸凹形状的伪地形。论述了波束角偏差产生的原因以及对多波束系统测量精度的影响,介绍了借用EM系列多波束系统配置的横向参数校准软件对波束角偏差进行校正的方法,经实际应用,该方法很好地校正了波束角偏差,提高了测量数据的精度。  相似文献   

Improvement of the axial trapping effect using azimuthally polarised trapping beam     

李雪璁  孙秀冬 《海洋学报(英文版)》2010,29(11)

A dual optical tweezers system, which consists of a doughnut mode optical tweezer (DMOT) with the azimuthally polarised trapping beam and a solid mode optical tweezer (SMOT) with the Gauss trapping beam was constructed to compare the axial trapping effect of DMOT and SMOT. The long-distance axial trapping of ST68 microbubbles (MBs) achieved by DMOT was more stable than that of SMOT. Moreover the axial trapping force measured using the viscous drag method, was depended on the diameter of the particle, the laser power, and the numerical aperture (NA) of the objective lens. The measurement of the axial trapping force and the acquisition of CCD images of trapping effect confirmed that the DMOT showed excellent axial trapping ability than SMOT. A simple and effective method is developed to improve axial trapping effect using the azimuthally polarized beam as trapping beam. This is helpful for the long-distance manipulating of particles especially polarised biological objects in axial direction.  相似文献   

板钉连接CFST柱-RC梁节点梁端塑性铰区受力性能数值模拟     

马华  阚吉平  赵玉坤  李振宝 《震灾防御技术》2022,17(2):381-391

建立竖板-栓钉连接钢管混凝土（CFST）柱-钢筋混凝土（RC）梁节点试件（SSJD）拟静力加载试验有限元模型,并在节点损伤情况、梁端荷载-位移曲线等数值模拟结果与试验结果吻合较好的基础上,进一步开展了RC梁混凝土强度、配筋率ρ_s和连接竖板长度L_b及界面连接情况等对CFST柱-RC梁节点梁端塑性铰区域力学性能的影响。研究结果表明,RC梁混凝土强度对试件SSJD塑性铰区域受力性能的影响较小;适筋范围内RC梁配筋率增加可适当提高试件SSJD承载力和延性;随着连接竖板长度的增加,梁端塑性铰区域外移,梁破坏荷载增大;本研究给出的RC梁与CFST柱之间的界面抗剪承载力模拟值与计算值吻合较好,可用于界面抗剪设计。  相似文献   

常梯度声线跟踪中平均声速的改进算法     

陆秀平  边少锋  黄谟涛  翟国君 《武汉大学学报(信息科学版)》2012,37(5):590-593

在对多波束测深常用声线跟踪算法进行分析的基础上,提出了一种改进的声线跟踪算法,即沿声线传播的圆弧路径进行积分来求取层内的平均声速,进而推导了严密的多波束测深波束脚印位置的计算公式。理论推导表明,常用的声线跟踪算法的平均声速是将声线的圆弧传播路径当作对应弧段弦时的改进算法平均声速的近似解。实验表明,改进的声线跟踪算法比常用的声线跟踪算法更严密。  相似文献   

基于GNSS的单波束测深系统在大中型水库水下地形测量中的应用          下载免费PDF全文

商建伟 《山东国土资源》2022,38(1):65-69

随着水库在经济社会发展中所起的作用日趋明显,对水库的开发、治理更加重视,获取高精度的水库水下地形数据变得更加急迫.随着测深技术、差分GNSS技术以及姿态传感器的不断发展,基于GNSS的测深系统为水下地形测量提供了全新的解决方案.通过合理规划测线,经过声速改正、吃水改正,利用船载GNSS导航定位和测深仪采集测深数据,经转...  相似文献   

一种基于定向技术的Ad Hoc路由协议     

臧海娟  梅素平 《南京气象学院学报》2010,(5):461-467

基于MAC层的定向技术&提出了一种适合于Ad hoc无线网络的协议APRP协议,协议考虑了MAC层和网络层信息的共享和交互,改进了动态源路由协议DSR的路由发现和路由维护机制.采用NS2工具对协议性能进行了仿真研究,结果表明APRP协议不仅可以利用定向技术能量利用率的优势,而且还能较好地保持节点移动情况下的吞吐量,降低端到端数据包延时和路由开销  相似文献   

利用窄线宽激光测量锶原子束速率分布     

赵亚楠  吴慧  常宏  张首刚 《时间频率学报》2009,32(1):1-5

利用多普勒频移效应,通过线宽2MHz窄线宽激光与锶原子束在大角度作用下的荧光信号分析,测量了锶原子束速率分布。比较和分析表明,理论结果与实验结果符合较好。  相似文献   

钢板混凝土联肢剪力墙抗震性能试验研究     

伍云天  王枭  张婕  曾朕  徐金俊 《地震工程与工程振动》2021,41(1):44-52

以轴压比和钢连梁弯剪比为主要参数,设计并制作了3个1/4缩尺的钢板混凝土联肢剪力墙子结构,对试件施加恒定轴压力和水平往复加载。观察了各试件破坏特征,对比了顶层水平荷载-侧移曲线和骨架曲线以及延性系数和等效黏滞阻尼系数等抗震性能指标。结果表明:高轴压比会使整个试件的延性变差;弯剪比越大试件耗能能力越好,弯剪比越小试件刚度退化越明显。钢连梁先于墙肢底部屈服并持续剪切耗能,有效保护了墙肢底部。  相似文献