排序方式: 共有87条查询结果,搜索用时 46 毫秒
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《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(3):363-386
This paper shows that laboratory measurements can be used for the identification of structure and parameters of commercial seat vertical suspension system model. A commonly used single-degree-of-freedom suspension model does not suffice. The system model presented is based on Zener's structure and clearly describes the dynamic properties of a vertical seat suspension with an adjustable damper. The model introduced, augmented with seat cushion dynamic model, predicts the seat vertical vibration mitigation properties under field conditions with a reasonable accuracy. Optimisation of the adjustable damper setting is performed using a two-objective function optimisation technique. This enables us to optimise not only the exerted vertical vibration acceleration but also the seat relative vertical displacement (stroke). Optimisation was facilitated for the particular suspended seat without the requirement of further field measurements. In addition, a two-parameter optimisation was performed showing possible further improvement in both objectives at the manufacturer's discretion. This study could be representative of driver's seats equipped with vertical seat suspension system using an air-spring and an adjustable damper. 相似文献
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波形钢腹板PC组合箱梁适用于不同结构形式的桥梁,相比普通混凝土箱梁具有显著的耐久性和经济性,波形钢腹板斜拉桥将波形钢腹板组合箱梁应用到斜拉桥中,充分发挥了2种结构的特点。南昌朝阳大桥主桥通航孔桥为(79+5×150+79) m波形钢腹板PC组合箱梁六塔连续单索面斜拉桥,上层布置双向8车道,下层布置人行和非机动车道。通过分析研究,该桥选择了较小的跨中比;由于塔数多,由中塔到边塔传递路径长,边跨设置辅助墩效应小,因此未设辅助墩。采用塔梁固结、梁墩分离的结构体系,箱梁宽43.84 m ,设置钢横隔板;斜拉索为单索面,扇形布置。桥塔外形呈“合”字形,桥塔处设置双支座。采用拉索减震支座作为上部结构的减隔震装置,布置在2个边塔下方。 相似文献
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插入损失是评价轨道减振效果的重要指标,与轨道所受荷载形式及测试环境密切相关。为分析轨道减振性能的室内试验中预载对动力响应及减振效果的影响,建立了简化的理论模型实现定性分析。同时,基于实验室定点锤击试验定量分析了预载值对条铺、点铺两种浮置梯式轨道减振效果的影响。研究结果表明:在整体刚度符合设计标准条件下,减振产品刚度越低其减振效果越好。施加预载会导致轨道减振元件刚度变化,显著改变系统的振动特性,降低减振轨道的工作频率。锤击荷载作用下,浮置梯式轨道系统的插入损失随着预载的增加而增大,当预载值达到一定程度后,Z振级插入损失趋于稳定。 相似文献
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在强震作用下,桥梁上、下部结构由于动力特性的不同而发生不同相振动,从而引起梁体与挡块间的非线性碰撞。汶川大地震中,大量公路桥梁遭到严重破坏,横向抗震挡块破坏尤其严重,其中部分是由于横向碰撞而引起。针对这种碰撞现象,对正交简支梁桥、连续梁桥、斜交桥及高速铁路桥梁的横向碰撞反应进行了回顾和总结,并介绍了横桥向防撞措施及震后加固技术的研究现状,同时指出目前我国在这方面亟需解决的问题和进一步研究的方向。 相似文献
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基于时变网络下危险品危害减灾系统LRP研究 总被引:1,自引:0,他引:1
在时变网络下危险品危害减灾的LRP(Location-routing problem)研究对减轻社会和经济灾害损失具有一定的理论和实际意义。本文先建立了LRP模型,经对模型中的多目标进行处理,把多目标问题变成单目标问题,然后利用改进的蚁群算法对模型进行求解,避免在求解过程中过早进入局部收敛。最后,通过算例验证模型和算法... 相似文献
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城市交通拥堵缓解会释放潜在的交通需求,车辆减排的净效益与交通拥挤程 度密切相关.本文利用弹性系数的概念,提出一种考虑潜在交通需求的城市交通拥堵缓解 对车辆减排的效益研究方法.研究表明,车辆减排的净效益取决于潜在交通需求与单车减 排效率间的平衡;对不同的污染物,车辆减排的净效益呈现不同的特征.此外,本文探究了 私车牌照拍卖政策及快速机动化背景对拥堵缓解后车辆减排的效益影响.最后,定性分析 了城市交通拥堵缓解策略对车辆减排的影响.研究成果对评估城市交通拥堵缓解的车辆 减排净效益具有重要的理论及实际意义. 相似文献
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建立双支承曲线连续梁桥的空间有限元模型和减震控制动力仿真模型,根据连续梁桥的支座布置在各活动支座的切向设置8组磁流变阻尼器,在纵桥向输入3种不同频谱特点的地震动,计算分析了曲线连续梁桥地震反应主动控制、半主动控制和被动控制方法的减震效果.结果表明,磁流变阻尼器能够有效地减小曲线梁桥的主梁切向位移和固定墩墩底的弯矩与扭矩... 相似文献
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Amanda J. Schmitt 《Transportation Research Part B: Methodological》2011,45(8):1266-1283
We model a multi-echelon system where disruptions can occur at any stage and evaluate multiple strategies for protecting customer service if a disruption should occur. The strategies considered take advantage of the network itself and include satisfying demand from an alternate location in the network, procuring material or transportation from an alternate source or route, and holding strategic inventory reserves throughout the network. Unmet demand is modeled using a mix of backordering and lost sales. We conduct numerical analysis and provide recommendations on selecting strategic mitigation methods to diminish the impact of disruptions on customer service. We demonstrate that the greatest service level improvements can be made by providing both proactive inventory placement to cover short disruptions or the start of long disruptions, and reactive back-up methods to help the supply chain recover after long or permanent disruptions. 相似文献
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