不规则波下船舶运动响应特征数值分析     

杜一豪  纪翀  姜胜超  顾丹丹  米晓林 《海洋工程》2021,39(3):31-41

针对不规则波浪作用下Wigley型船的运动响应问题进行了系统的研究,采用统计学方法深入探讨了船舶不规则运动幅值和响应周期的分布规律,并通过傅里叶变换对船舶运动响应进行了频谱特征分析。结果表明,船舶横摇方向与升沉和纵摇方向随机运动的响应特征有显著差异。在升沉与纵摇方向,波浪谱峰频率远离自振频率,前十分之一大振幅运动对应周期离散性较小,基本稳定在波浪谱峰周期附近,但小振幅运动周期分布离散性较大,频谱分析指出船舶升沉与纵摇运动响应频谱在波浪谱峰频率附近出现明显峰值。而在横摇方向,波浪谱峰频率与自振频率相耦合,不同振幅的横摇运动响应周期均稳定在自振周期附近,且周期离散性较小,频谱分析也表明横摇运动响应频谱主要集中于船舶运动自振频率附近。  相似文献   

C60全珊瑚海水混凝土的钢筋锈蚀行为研究     

李森林  余红发  达波  麻海燕  吴烨  吴彰钰  郭建博 《海洋工程》2021,39(3):135-140

采用线性极化电阻法,测试了C60全珊瑚海水混凝土（coral aggregate seawater concrete,简称CASC）的线性极化曲线、自腐蚀电位（E_corr）和极化电阻（R_p）,研究了不同暴露时间、不同种类钢筋CASC的钢筋腐蚀行为,提出了提升岛礁CASC结构耐久性的建议措施。结果表明：随着暴露时间的延长,CASC的E_corr和R_p均逐渐降低,钢筋的耐蚀性能逐渐减弱。不同种类钢筋CASC耐蚀性能规律为：316不锈钢筋优于有机新涂层钢筋,优于普通钢筋。即使暴露0 d,CASC中普通钢筋仍会发生锈蚀,表明普通钢筋在不附加任何防腐措施的条件下不适用于岛礁CASC结构。综合分析阻锈效果和成本因素,316不锈钢筋的性价比明显低于有机新涂层钢筋,建议岛礁CASC工程优先选用有机新涂层钢筋。  相似文献   

中国沿海赤潮灾害时间序列特征的模拟与预测     

孙丰霖 《海洋通报》2021,40(2)

对赤潮灾害时间序列的特征分析是进行赤潮灾害防灾减灾工作的基础,对未来赤潮灾害的预测具有重要意义。通过观察发现中国沿海赤潮灾害年发生频次和分布面积的时间序列(2004—2019年)均呈现出趋势项和周期项并存的特征,因此利用灰色-周期外延组合预测模型对两个序列中的趋势项和周期项进行提取,模型的拟合度分别达到95.20%和95.24%,优于灰色模型、Fourier级数扩展模型和Holt-Winter指数平滑模型等。最后将该模型结果应用到对未来中国赤潮灾害的预测中,得到结论:2020和2021年赤潮灾害发生频次分别为39次和42次,与2019年相比略有上升,2020年赤潮灾害分布面积达到3 168 km2,与2019年相比增加了约59%,而2021年赤潮灾害分布面积出现回落,为1 901 km2。  相似文献   

Real‐time force control for servo‐hydraulic actuator systems using adaptive time series compensator and compliance springs          下载免费PDF全文

《地震工程与结构动力学》2018,47(4):854-871

Servo‐hydraulic actuators have been widely used for experimental studies in engineering. They can be controlled in either displacement or force control mode depending on the purpose of a test. It is necessary to control the actuators in real time when the rate‐dependency effect of a test specimen needs to be accounted for under dynamic loads. Real‐time hybrid simulation (RTHS) and effective force testing (EFT) method, which can consider the rate‐dependency effect, have been known as viable alternatives to the shake table testing method. Due to the lack of knowledge in real‐time force control, however, the structures that can be tested with RTHS and EFT are fairly limited. For instance, satisfying the force boundary condition for axially stiff members is a challenging task in RTHS, while EFT has a difficulty to be implemented for nonlinear structures. In order to resolve these issues, this paper introduces new real‐time force control methods utilizing the adaptive time series (ATS) compensator and compliance springs. Unlike existing methods, the proposed force control methods do not require the structural modeling of a test structure, making it easy to be implemented especially for nonlinear structures. The force tracking performance of the proposed methods is evaluated for a small‐scale steel mass block system with a magneto‐rheological damper subjected to various target forces. Accuracy, time delay, and resonance response of these methods are discussed along with their force control performance for an axially stiff member. Overall, a satisfactory force tracking performance was observed by using the proposed force control methods.  相似文献   

Seismic performance of buildings retrofitted with nonlinear viscous dampers and adjacent reaction towers     

《地震工程与结构动力学》2018,47(5):1329-1351

An effective strategy of seismic retrofitting consists of installing nonlinear viscous dampers between the existing building, with insufficient lateral resistance, and some auxiliary towers, specially designed and erected as reaction structures. This allows improving the seismic performance of the existing building without any major alteration to its structural and nonstructural elements, which makes this approach particularly appealing for buildings with heritage value. In this paper, the nonlinear governing equations of the coupled lateral‐torsional seismic motion are derived from first principles for the general case of a multistory building connected at various locations in plan and in elevation to an arbitrary number of multistory towers. This formulation is then used to assess the performance of the proposed retrofitting strategy for a real case study, namely, a 5‐story student hall of residence in the city of Messina, Italy. The results of extensive time‐history analyses highlight the key design considerations associated with the stiffness of the reaction towers and the mechanical parameters of the nonlinear viscous dampers, confirming the validity of this approach.  相似文献   

Continuous real‐time analysis of the isotopic composition of precipitation during tropical rain events: Insights into tropical convection          下载免费PDF全文

Shaoneng He  Nathalie F. Goodkin  Dominik Jackisch  Maria Rosabelle Ong  Dhrubajyoti Samanta 《水文研究》2018,32(11):1531-1545

To investigate stable isotopic variability of precipitation in Singapore, we continuously analysed the δ‐value of individual rain events from November 2014 to August 2017 using an online system composed of a diffusion sampler coupled to Cavity Ring‐Down Spectrometer. Over this period, the average value (δ¹⁸O_Avg), the lowest value (δ¹⁸O_Low), and the initial value (δ¹⁸O_Init) varied significantly, ranging from ?0.45 to ?15.54‰, ?0.9 to ?17.65‰, and 0 to ?13.13‰, respectively. All 3 values share similar variability, and events with low δ¹⁸O_Low and δ¹⁸O_Avg values have low δ¹⁸O_Init value. Individual events have limited intraevent variability in δ‐value (Δδ) with the majority having a Δδ below 4‰. Correlation of δ¹⁸O_Low and δ¹⁸O_Avg with δ¹⁸O_Init is much higher than that with Δδ, suggesting that convective activities prior to events have more control over δ‐value than on‐site convective activities. The d‐excess of events also varies considerably in response to the seasonal variation in moisture sources. A 2‐month running mean analysis of δ¹⁸O reveals clear seasonal and interannual variability. Seasonal variability is associated with the meridional movement of the Intertropical Convergence Zone and evolution of the Asian monsoon. El Niño–Southern Oscillation is a likely driver of interannual variability. During 2015–2016, the strongest El Niño year in recorded history, the majority of events have a δ¹⁸O value higher than the weighted average δ¹⁸O of daily precipitation. δ¹⁸O shows a positive correlation with outgoing longwave radiation in the western Pacific and the Asian monsoon region, and also with Oceanic Niño Index. During El Niño, the convection centre shifts eastward to the central/eastern Pacific, weakening convective activities in Southeast Asia. Our study shows that precipitation δ‐value contains information about El Niño–Southern Oscillation and the Intertropical Convergence Zone, which has a significant implication for the interpretation of water isotope data and understanding of hydrological processes in tropical regions.  相似文献   

考虑时间约束的地震救灾数学模型设计与实现          下载免费PDF全文

王前锋 《地震工程学报》2018,40(4):853-858

在地震救灾方面,针对信息实时更新的地震救灾数学模型,为了满足不同受灾点的物资需求,增加了出救点数量以及配送时间,以此来保证地震救援物资需求的满足度,提高了应急响应水平。结合地震救灾特点,设计了一种考虑时间约束的地震救灾数学模型。该模型在地震救灾物资需求预测部分,分析影响地震救灾物资需求量的主要因素,构建地震救灾物资需求量计算模型,对影响地震救灾物资需求量的主要因素构建隶属度函数,给出基于模糊综合评判的地震救灾物资需求分级模型。其次,考虑时间约束以及需求不确定等方面,构建考虑时间约束的地震救灾多目标优化数学模型,并给出求解模型。实验结果表明,该模型减少了救灾物资到达受灾点的延迟时间,可在满足时间约束的条件下提高物资需求满足率。  相似文献   

天津港“8·12”爆炸事件记录波形分析          下载免费PDF全文

王晨辰  张盛中  杨晓瑜  张冰  李世鑫  刘敏 《地震工程学报》2018,40(1):130-138

利用天津地震台网23个短周期地震仪记录到的2015年8月12日天津港爆炸事件波形数据,对事件进行初步分析和研究。分别使用能量包络线法和波形匹配法,共识别出4次爆炸事件,并结合波形互相关的主事件定位法对爆炸事件进行定位。分析结果表明:第一次爆炸发生的时间为2015年8月12日23时34分4秒,1.77s后发生了规模更大的二号爆炸事件;34.11s后又发生了最强的三号爆炸事件;86.33s再一次发生了能量较弱的四号爆炸事件,其中二号与三号爆炸事件相距65~70m,二号与四号事件相距160~170m。此外,通过选用爆破、矿塌、核爆和天然地震等不同类型事件的波形数据,从时间域和频率域分别对这些事件进行对比分析,发现其震相特征表现出明显差异。  相似文献   

断层氢气观测技术实验     

谢恒义  李源  夏修军  孙召华 《地震地磁观测与研究》2018,39(4):176-182

采用ATG-6118H痕量氢在线自动分析仪,在朱夏-商丹断裂带南阳地区布设独山、马山口2个氢气观测台,研究设备取气深度、抽气时间设置长短对观测断层氢气浓度的影响,从而为利用痕量氢设备进行断层氢气观测提供参考依据。实验结果表明：①取气深度越浅,观测到的氢气浓度越高,日变化幅度越大;②集气管内氢气浓度偏低时,抽气时间设置略高于导气管路排空时间,氢气浓度明显变化,否则变化不明显。  相似文献   

国产海底地震仪的时间记录与原始数据精细校正   总被引：3，自引：1，他引：2       下载免费PDF全文

张浩宇  丘学林  张佳政  贺恩远  游庆瑜 《地球物理学报》2019,62(1):172-182

海底地震仪(OBS)的时间记录对数据处理是至关重要的.实践发现,部分国产便携式OBS的数据记录存在较大的内部时间误差,并且实测地震剖面异常的同相轴"断阶"、"倾斜"现象时有发生.我们通过自激自收试验,对这些异常现象进行了验证,确认其来源于OBS数据文件内部时间漂移,以及数据处理程序存在的缺陷.统计表明,A、B型OBS内部时间漂移量在250Hz的预设采样率下为0～40ms,L、S型OBS在100Hz下为0～90ms.这个量级的时间漂移,会对OBS数据处理、计算模拟产生影响.进一步,我们采用计算实际采样间隔、调整采样间隔、数据重采样的方法,对这种误差进行校正,并且改进了相关的OBS数据处理程序.本文的研究加深了对OBS数据时间记录误差的认识,得到了OBS数据文件内部时间漂移的分布规律,使得中等及较大程度的内部时间漂移的精细校正得到重视,进而完善了OBS数据处理步骤和流程,对OBS数据的有效利用进行了重要补充,为国产OBS的广泛使用、仪器研发提供了重要参考.  相似文献