新型索承网壳结构非线性地震反应特性和参数分析   总被引：2，自引：0，他引：2  

李永梅  郑志英  张毅刚 《地震工程与工程振动》2006,26(6):93-100

本文根据新型大跨空间杂交结构———索承网壳结构的受力特点,选用梁元、杆元和索元的混合有限元模型,给出了一种有效的适用于该类结构的非线性动力响应的增量、迭代有限元计算方法。以K8型索承网壳结构为研究对象,进行了时域内的三向地震作用下的非线性反应分析。计算结果表明,该结构具有良好的抗震性能。文中针对地震响应的主要影响参数,对其地震响应规律作了系统的研究,得出矢跨比和撑杆长度是抗震设计的主要控制参数等有应用价值的结论。  相似文献   

土体动力一维非线性本构关系剖析与评价     

陈学良  金星  陶夏新  康兰池 《地震工程与工程振动》2006,26(6):147-157

土体动力一维非线性本构关系是场地及地基动力响应、土工数值分析的关键。回顾和总结了国内外的发展状况及研究进展,对其分析方法、等幅循环荷载到不规则荷载的扩展及应用规则、试验阻尼比的等效、滞回曲线形状等核心问题进行剖析、评价和探讨,并对各种模型的优缺点进行了比较和讨论,着重介绍了最近研究结果。最后指出未来发展方向及有待进一步研究的问题。  相似文献   

Parametric study on performance of bridge retrofitted by unseating prevention devices     

刘光晏  张国镇 《地震工程与工程振动(英文版)》2006,5(1):111-118

1 Introduction Structural retro?t techniques (Roberts, 2005), such as restrainers, concrete shear keys, steel jackets, CFRPshells, base isolators, or dampers have been widely studied and implemented in actual structures based on the experiences learned from past earthquakes. In the Chi-Chi earthquake (EERI, 2001), the damage to simply-supported PCI girder bridges provided a different view from which to examine the function of a rubber bearing system for simply- supported bridges (NCREE,…  相似文献   

秋季北极海冰对EP型ENSO的非线性响应          下载免费PDF全文

祁莉  马威威  何金海  耿新 《大气科学学报》2019,42(1):117-128

利用1961—2015年Hadley中心逐月海表温度资料、海冰密集度资料以及NCEP/NCAR再分析资料,探讨了秋季北极海冰对于EP型ENSO事件的异常响应,并进一步研究了这种异常响应的可能原因。结果表明,秋季北极海冰对EP型ENSO的响应具有非线性,特别是喀拉海海域(60°～90°E,70°～80°N)海冰无论在EP型El Ni?o或是La Ni?a位相,均表现为显著的负异常。进一步研究发现,不同ENSO位相造成该区域海冰异常偏少的机制有明显不同。EP型El Ni?o年秋季菲律宾附近海域对流活动被抑制,所激发的经向波列在高纬地区形成异常反气旋环流,其南风分量向喀拉海输送暖平流,造成海冰异常偏少。而EP型La Ni?a年喀拉海海域则主要受到来自大西洋开放性海域西风异常的影响,合成结果和个例年均显示EP型La Ni?a年秋季北大西洋上空存在一个显著的西风急流中心,有利于北大西洋开放性海域较暖海水向下游输送,进而影响喀拉海海冰。这些结果表明,热带外地区大气环流场对EP型ENSO的非线性响应导致了喀拉海海冰对EP型ENSO事件的响应也表现出明显的非线性。  相似文献   

扩展卡尔曼滤波与采样卡尔曼滤波性能比较   总被引：3，自引：0，他引：3  

毛克诚  孙付平 《海洋测绘》2006,26(5):4-6

详细研究了卡尔曼滤波在非线性系统中的应用,在分析扩展卡尔曼滤波理论的基础上,指出了其在非线性系统应用中的缺陷,阐述了采样卡尔曼滤波(UKF)思想,通过事例和仿真说明了这种新型卡尔曼滤波理论的优越性能。  相似文献   

考虑多种非线性因素的张力腿平台动力响应   总被引：2，自引：1，他引：1  

曾晓辉  沈晓鹏  刘洋  吴应湘 《海洋工程》2006,24(2):82-88

建立了一种考虑多种非线性因素的张力腿平台(TLP)分析模型,其中包括六自由度有限位移,各自由度之间的耦合,瞬时湿表面,瞬时位置,自由表面效应及粘性力等因素引起的非线性。推导出TLP六自由度非线性运动方程。对某典型张力腿平台ISSC TLP进行了时域上的数值计算,求得该平台在规则波作用下的六自由度运动响应。用退化到线性范围的解与已有解进行了对比,吻合良好。数值结果表明,综合考虑非线性因素后响应明显改变,建议在设计TLP平台的时候,考虑非线性因素的影响。  相似文献   

基于SAR-SIFT改进的SAR图像配准     

李培  姜刚  马千里 《测绘通报》2021,(2):30-35,71

合成孔径雷达(SAR)图像配准时,由于受到乘性散斑影响,匹配算法的性能受到限制.SAR-SIFT使用ROEWA算子代替差分算法计算梯度,对SAR图像的散斑具有一定的稳健性.为了进一步抑制散斑噪声,本文提出了基于SAR-SIFT改进的SAR图像配准算法.利用非线性扩散滤波生成SAR图像的非线性扩散尺度空间,在非线性尺度空...  相似文献   

基于投影变换的线阵旋转扫描相机标定方法     

苏琳  巫兆聪  闫钊  王鹏 《测绘通报》2019,(4):96-98,102

针对线阵旋转扫描相机标定数据难以获取及模型解算不稳定的问题,提出了一种基于投影变换的线阵旋转扫描相机标定方法。首先构建了一种新的线阵旋转扫描相机成像模型,该模型可以根据相机旋转平台参数、线阵旋转扫描相机成像平面与其切平面的位置关系将旋转扫描图像投影为框幅式图像;然后根据构建出的成像模型,采用直接线性变换法和非线性优化方法进行相机标定和参数优化。试验结果表明,此方法简单易行,具有较高的精度。  相似文献   

Effect of wave nonlinearity on fatigue damage and extreme responses of a semi-submersible floating wind turbine     

《Applied Ocean Research》2019

Floating wind turbine has been the highlight in offshore wind industry lately. There has been great effort on developing highly sophisticated numerical model to better understand its hydrodynamic behaviour. A engineering-practical method to study the nonlinear wave effects on floating wind turbine has been recently developed. Based on the method established, the focus of this paper is to quantify the wave nonlinearity effect due to nonlinear wave kinematics by comparing the structural responses of floating wind turbine when exposed to irregular linear Airy wave and fully nonlinear wave. Critical responses and fatigue damage are studied in operational conditions and short-term extreme values are predicted in extreme conditions respectively. In the operational condition, wind effects are dominating the mean value and standard deviation of most responses except floater heave motion. The fatigue damage at the tower base is dominated by wind effects. The fatigue damage for the mooring line is more influenced by wind effects for conditions with small wave and wave effects for conditions with large wave. The wave nonlinearity effect becomes significant for surge and mooring line tension for large waves while floater heave, pitch motion, tower base bending moment and pontoon axial force are less sensitive to the nonlinear wave effect. In the extreme condition, linear wave theory underestimates wave elevation, floater surge motion and mooring line tension compared with fully nonlinear wave theory while quite close results are predicted for other responses.  相似文献   

Interaction mechanisms among waves,currents and a submerged plate     

《Applied Ocean Research》2019

Wave-induced loads on a submerged plate, representative of submerged breakwater, coastal-bridge deck and a certain type of wave energy converter, in a uniform current are investigated in this study using fully nonlinear numerical wave tanks (NWTs) based on potential flow theory. The coupling effect of wave and current is explored, and the underlying interaction mechanisms of the hydrodynamic forces are described. The presence of a background current modifies the frequency dispersion. It produces changes of the water-surface elevation, and also has an effect on wave-induced loads. Depending on the nonlinearity, higher harmonic wave components are generated above the submerged plate. These contribute to the wave forces. It is found that the horizontal and the vertical force, hence the moment, are affected in the opposite way by the currents. The Doppler shifted effect dominates the vertical force and the moment on the plate. Whereas, the Doppler shifted effect and the generation of higher wave harmonics play opposite roles on the horizontal forces. The contribution of 2^nd order harmonics is found to be up to 30% of the linear component. The current-induced drag force, represented by the advection term ρU∂φ/∂x in the pressure equation, is found to lead to a decrease in the moment for the most range of wavelengths considered, and an increase in the moment for a small range of longer waves.  相似文献