西堠门大桥索塔风致结构内力响应研究

针对西堠门大桥北索塔施工最大悬臂、成桥运营和成桥阶段百年一遇大风作用3种状态,建立索塔结构的空间计算模型。考虑0°和900风偏角,分析索塔的风致内力响应及阵风响应系数。其中,静风引起的结构内力响应采用静力有限元法计算,脉动风引起的结构抖振内力响应采用动力有限元法和虚拟激励法计算。计算结果表明：在上述3种状态,随着塔柱标高的降低,塔柱风致弯矩响应呈现逐渐增大的趋势,而阵风响应系数呈现逐渐减小的趋势。     

Effects of Tuned Mass Damper on Wind-Induced Vibration of Free Standing Pylon by Wind Tunnel Test

In order to assess the effects of tuned mass dampers (TMDs) on wind actions, an aeroelastic model with a scale of 1:60 was constructed. Tests were performed in an atmospheric boundary layer wind tunnel to investigate the buffeting response of the pylon with a TMD fixed by a wire rope instead of a spring. The model was tested under different levels of damping. The experimental and numerical results showed that with the TMD in the optimal condition, the buffeting response was reduced by 47%.     

Application of support vector machine to ship steering

System identification is an effective way for modeling ship manoeuvring motion and ship manoeuvrability prediction. Support vector machine is proposed to identify the manoeuvring indices in four different response models of ship steering motion, including the first order linear, the first order nonlinear, the second order linear and the second order nonlinear models. Predictions of manoeuvres including trained samples by using the identified parameters are compared with the results of free-running model tests. It is discussed that the different four categories are consistent with each other both analytically and numerically. The generalization of the identified model is verified by predicting different untrained manoeuvres. The simulations and comparisons demonstrate the validity of the proposed method.     

变阻抗桩纵向振动的半解析解

考虑桩周土体的三维波动效应,分析成层黏性材料阻尼土中桩顶受任意轴向激振力作用时变阻抗桩的纵向振动特性,求得桩顶频域响应解析解、复刚度和速度导纳,分析了底部土层模量变化和桩身阻抗变化对桩纵向振动特性的影响。     

船舶侧向撞击桥梁基础的动力放大系数探讨

船舶撞击桥墩是一个复杂过程,确定桥墩基础承受撞击力的能力也需经过复杂计算,工作量非常大。通过对多座典型桥梁基础在冲击作用下的动力响应与静力响应之间的比较,得到桥墩基础动力放大系数的一般规律。在较短时间进行动力计算的情况下,桥梁设计人员应用该规律可较准确地估计桥墩承受船舶撞击的能力。     

Performance analysis of a CVT clutch system for a hybrid electric vehicle

In this study, the performance of a CVT clutch system for a hybrid electric vehicle was investigated. To analyzed the vehicle performance at restart, the restart delay and driveshaft torque was investigated by simulations and experiments. It was found from the simulation results that the vehicle restart response depends on the clutch pressure buildup time to the point where the clutch torque begins to overcome the vehicle road load, and driving comfort at restart is directly related to the rate change of the clutch pressure.     

Effects of valve timing and intake flow motion control on combustion and time-resolved HC & NOx formation characteristics

In SI engines, valve events have a major influence on volumetric efficiency, fuel economy and exhaust emissions. Moreover, swirl and tumble motions in the intake charge also improve combustion speed and quality by stratifying the mixture as well as intensifying the mixing rate of air and fuel. This paper investigates the behaviors of an engine and the combustion phenomenon for various intake valve timings and intake charge motions using CVVT system and port masking schemes. Test condition includes a part load and a cold idle condition inclusive of a cold start of the engine. Time-resolved HC and NOx emissions were also measured at an exhaust port to examine their formation mechanisms and behaviors with fast response HC/NOx analyzers. In conclusion, the fast burning of fuel and improved combustion quality by enhanced charge motions reduced unburned HC emissions, and advancing the intake valve opening reduced HC as well as NOx. Furthermore, HCs during the cold transient phase and idle conditions decreased with recalibrated start parameters such as lean air-fuel ratio and spark retardation via the enhancement of intake charge motions.     

山岭隧道地震反应的几个特性

通过对山岭隧道的有限元动力计算,总结山岭隧道地震反应的一些特性。深埋隧道比浅埋隧道的动力响应小;洞口偏压明显的隧道,其偏压侧的动力响应明显比非偏压侧大,并且最大动力响应出现于隧道拱腰;而洞口偏压不太明显的隧道,其偏压侧的动力响应比非偏压侧稍微大一点,最大动力响应出现于隧道拱顶;另外隧道围岩的弹性模量对隧道的动力影响非常明显。     

基于影响函数的随机车流作用下大跨度悬索桥风致应力响应分析

为了解决大跨度桥梁在随机车辆荷载和风荷载作用下局部应力求解耗时问题,首先以矮寨大桥为工程背景,建立壳-梁混合单元有限元模型,确定大桥应力的关键位置及关键点,采用分段拟合方法获得随机车辆荷载的影响面函数和风荷载的影响线函数;结合吉茶高速实际交通量特征及随机参数分布特征,采用蒙特卡罗方法,编制抽样程序生成随机车流样本。其次采用风-车-桥耦合振动分析获得典型车辆的等效车辆荷载;引入风荷载动力影响系数,提出了一种简便实用的随机车流下大跨度桥梁风致应力分析方法。最后应用ANSYS计算分析结果验证所提方法的正确可行性,分析矮寨大桥在随机车流和风荷载联合作用下的关键点应力响应。结果表明：风速低于15 m·s^-1时,风荷载引起大桥关键点应力响应远小于车辆荷载引起的应力响应;繁忙车流下应力响应的幅值并不比稀疏车流下的应力幅值大很多,但是繁忙车流下应力响应的峰值数量远大于稀疏车流下的峰值数量,即应力的循环次数多,会增大桥梁的疲劳损伤。     

VNT增压柴油机与整车速度瞬态响应的试验分析

对装有可变喷嘴涡轮增压器(VNT)的柴油机客车在高原地区与平原地区上的起动、起步加速、换挡加速及减速等变工况下瞬态特性进行了试验研究。对VNT的瞬时转速、发动机转速、汽车速度等参数进行了对比分析。研究结果表明,起动时,VNT转速滞后于发动机的转速;起步加速工况,VNT转速随发动机转速变化的瞬态响应快;换挡加速工况,VNT的转速随发动机转速增加而增加;减速工况,发动机转速下降,VNT转速呈现下降趋势。VNT的有效调节,控制了涡轮不超速,可以改善涡轮增压柴油机的瞬态特性,有利于整车变工况行驶性能的提高。