Modeling nonlinear roll damping with a self-consistent,strongly nonlinear ship motion model

Appropriate modeling of roll damping is one of the key issues in accurately predicting ship roll motion. The difficulties in modeling roll damping arise from the nonlinear nature of the phenomena. In this study, we report a new effort in modeling the bilge keel roll damping effect based on the blocking mechanisms of an object in the potential flow. This effect can be implemented as a component of appropriate ship motion models. We used our digital, self-consistent, ship experimental laboratory (DiSSEL) ship motion model to test its effectiveness in predicting ship roll motion. Our numerical experiment demonstrated clearly that the implementation of this roll damping component improves significantly the accuracy of numerical model results (the results were compared with ship experiment data from the Naval Surface Warfare Center, Carderock Division, Maneuvering and Seakeeping Facility).     

时速120 km地铁梯形轨枕轨道现场测试与分析

为详细评价速度120 km/h地铁中梯形轨枕轨道的减振效果,通过对某地铁线路现场测试的方法,在时域和频域内对比分析梯形轨枕轨道较普通长枕整体道床轨道的减振效果。结果表明:梯形轨枕轨道从振动根源处就得到了有效的减振且减振的效果较好。普通长枕整体道床轨道能有效减弱振动加速度从钢轨至道床的传播,但是从道床至隧道振动加速度的衰减效果要弱于梯形轨枕轨道。梯形轨枕轨道减振效果整体好于普通长枕整体道床轨道,且能有效地降低中高频段的噪声。     

锚泊线的动力分析

本文应用频率域方法,研究波频运动引起低频慢荡阻尼力问题中锚泊线所引起的力。锚泊线所引起的阻尼,在本质上与其和运动间的初相位角有关。该相位信息需从频域分析得出。本文应用摄动理论推导了到二阶的锚泊线张力响应函数。算例以及与相应的时域的结果比较,可以看出应用频域摄动分析的结果在假设适用范围内与时域得到的结果基本相符。     

可调减振器阻尼控制与半主动悬架的试验研究

建立车辆半主动悬架1/4模型,提出可调减振器阻尼控制的实现方法,设计半主动悬架台架试验系统。在可调减振器试验的基础上,建立了可调减振器阻尼与步进电机转角之间的关系。最后,对半主动悬架1/4物理模型进行了台架试验。结果表明,试验系统稳定可靠,阻尼控制易于实现,半主动悬架能较好地适应不同的路面输入,为半主动悬架及控制系统的进一步研究奠定了基础。     

汽车悬架减振器不解体测试方法的研究

通过建立系统的数学模型和相应的参数算法，将系统频响函数拟合技术应用到汽车减振器测试台的开发中。提出了一种悬架减振器不解体测试的新方法、主动激振测试台的结构以及合理评价减振器性能的指标。     

波浪对船舶非线性横摇阻尼的影响

横摇非线性阻尼通常是在静水中进行横摇衰减试验确定。本文通过在波浪水池中进行不规则波的船模横摇衰减试验，研究了波浪对非线性横摇阻尼的影响。研究发现波浪的存在使横摇阻尼线性部分减少，非线性部分增加；采用随机减量法得到非线性横摇阻尼时，门槛值不同所得到的阻尼也不相同，一般说来，门槛值越大，阻尼非线性成分增加，而线性成分减少。     

Influence of shock absorber wearing on vehicle brake performance

In order to safely maintain a vehicle, it is necessary to verify the most important systems that affect safety during Periodic Motor Vehicle Inspections (PMVIs). In a previous paper, a test method and validation criteria were suggested by the authors to verify shock absorber status during PMVIs, as they are a fundamental component that may wear out during a vehicle’s life. In this paper, variations of the performance of the vehicle’s brakes resulting from shock absorber wearing have been analyzed, in order to confirm whether the suggested criteria is valid for taking into account longitudinal forces and pitch movement on the vehicle. A simulation-based study was conducted with several configurations of a worn damper on a vehicle driving on two virtual roads: smooth and undulating. The results confirmed that the damping coefficient established as an acceptable value to verify the shock absorber status in PMVIs is also valid considering the forces involved in a braking maneuver.     

四线铁路桥2×108m T形刚构减震措施研究

西平铁路田家窑2号大桥,是国内目前跨度最大的四线铁路T形刚构桥。该桥孔跨布置为2×108 m,桥长218.1 m,桥高68 m。本桥位于7度地震区,由唯一的桥墩承担结构的地震力。为减少地震力,通过有限元软件分析结构动力特性,最终采用"单墩多柱"桥墩,并在桥台设置减震阻尼的减震措施。理论分析、施工建造和验收过程表明,这些措施效果明显,能够满足规范要求。     

Analysis of damping performance of isolated rubber floating slabEI北大核心

Research purposes: The basic component of the track structure with isolated rubber floating slab is the concrete slab track born by the elastic element. The research was done on the mechanical properties of the floating slab, the analysis was made for the natural frequencies, mechanical response under dynamic load and damping performance, and the discussion was made on the reasonable thickness of the ballastless track to provide the reference to the track design. Research conclusions: The research results show that the natural frequency of the track system decreases with the increase of the thickness of the ballastless track, and the rate of change decreases with increase of the track thickness. The acceleration insertion loss of the track basis increases with the increase of the thickness of the ballastless track, and the rate of change decreases with increase of the track thickness. When the thickness of the ballastless track reaches at 0.4 m, the corresponding dynamic performance, the damping performance effect and the concrete amount of track bed are rather economical. From the present theoretical analysis and online testing, it can be seen the damping performance effect of the isolated rubber floating slab system is obvious, and its construction and maintenance programs are systematic.     

U型减摇水舱的阻尼研究

该文分析了U型减摇水舱内水的运动特征及表征其运动的特征参数－－水舱的固有频率和阻尼，研究了水舱阻尼产生的原因和舱内水的运动状态，给出了U型减摇水舱阻尼的估算公式和水舱阻尼结构的设计方法。