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High-accuracy 3-D deformation measurement method with an improved structured-light principle
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作者 GUO QinFeng WANG JinJun 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2023年第12期3450-3461,共12页
In this paper,a high-accuracy 3-D deformation measurement(HADM)method with structured light is proposed and applied to wing deformation measurement in wind tunnel experiments.The present method employs an arbitrarily ... In this paper,a high-accuracy 3-D deformation measurement(HADM)method with structured light is proposed and applied to wing deformation measurement in wind tunnel experiments.The present method employs an arbitrarily arranged fringe projector and a perpendicularly placed camera.The exact phase-height mapping using the phase differences of the projected sinusoidal fringe patterns,as well as the spatial distribution of the fringe,is accurately derived.It not only presents high feasibility but also reduces systemic uncertainties arising from deviations between the ideal model and the real-world conditions.Meanwhile,a dynamic boundary process algorithm is proposed to reduce the measurement uncertainty caused by fringe fracture near the object boundary.It is calibrated that a high accuracy with the average measurement uncertainty of 0.0237 mm is achieved,which is less than 0.01%of the side length of 25 cm of the field of view.In the wind tunnel experiments,the 3-D deformations of the elastic wing,particularly the key geometric parameters such as wing tip position,angle of attack,and dihedral angle,are well reconstructed to provide an in-depth explanation for the aerodynamic characteristics. 展开更多
关键词 3-d deformation measurement wing deformation high accuracy structured light wind tunnel tests
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格构式塔架三维动力风荷载的风洞试验研究 被引量:25
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作者 梁枢果 邹良浩 +1 位作者 赵林 葛耀君 《空气动力学学报》 CSCD 北大核心 2007年第3期311-318,329,共9页
通过底座天平测力风洞试验,测量了三种典型的格构式塔架(输电塔、通讯塔和电视塔)的顺风向、横风向和扭转向动力风荷载。由于模型本身的质量不够轻、刚度不够大,一阶共振力的影响不可忽视,本文作者推导了消除模型一阶共振影响的实用公式... 通过底座天平测力风洞试验,测量了三种典型的格构式塔架(输电塔、通讯塔和电视塔)的顺风向、横风向和扭转向动力风荷载。由于模型本身的质量不够轻、刚度不够大,一阶共振力的影响不可忽视,本文作者推导了消除模型一阶共振影响的实用公式,进而得到格构式塔架顺、横、扭三维广义荷载谱和均方根广义力系数。最后,本文分析了这三种格构式塔架的动力风荷载特征,得到了几点重要的结论。 展开更多
关键词 格构式塔架 高频测力天平 风洞试验 三维动力风荷载
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X型超高层建筑的三维风荷载及风振响应 被引量:3
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作者 金虎 楼文娟 沈国辉 《华中科技大学学报(自然科学版)》 EI CAS CSCD 北大核心 2008年第6期110-114,共5页
以某X型超高层建筑为工程背景,研究了该超高层建筑顺风向、横风向以及扭转风荷载系数沿高度方向的分布规律.以质量和刚度相同、动力特性相近为原则使用简化的自由度缩聚模型代替结构精确有限元模型,计算结果显示结构位移与加速度响应均... 以某X型超高层建筑为工程背景,研究了该超高层建筑顺风向、横风向以及扭转风荷载系数沿高度方向的分布规律.以质量和刚度相同、动力特性相近为原则使用简化的自由度缩聚模型代替结构精确有限元模型,计算结果显示结构位移与加速度响应均以一阶模态响应为主,该模型代替精确有限元模型能够满足工程计算需要.对质量中心和刚度中心重合的结构,扭转加速度响应在合加速度响应中占有的比例较小,结构在3个方向上振动的耦合程度不高.提出的合成位移投影方法计算出的沿坐标轴方向的风振系数能够保证X和Y方向最大位移与合成位移最大值的同步性,并考虑了横风向风振的影响略大于顺风向风振系数. 展开更多
关键词 高层建筑 三维风荷载 风振响应 风振系数 缩聚模型
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双肢薄壁墩连续刚构桥平衡悬臂施工阶段的三维风效应研究 被引量:2
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作者 韩艳 陈政清 刘光栋 《工程力学》 EI CSCD 北大核心 2008年第10期141-149,共9页
该文首先提出了双肢薄臂墩连续刚构桥在平衡悬臂施工阶段的结构模型。为了充分考虑作用在主梁和桥墩上的风荷载,提出了三维效应的风荷载模型,包括垂直于桥梁纵平面的平均风、自然脉动风和结构尾流漩涡脱落共同引起的风荷载。然后基于随... 该文首先提出了双肢薄臂墩连续刚构桥在平衡悬臂施工阶段的结构模型。为了充分考虑作用在主梁和桥墩上的风荷载,提出了三维效应的风荷载模型,包括垂直于桥梁纵平面的平均风、自然脉动风和结构尾流漩涡脱落共同引起的风荷载。然后基于随机振动理论和频域分析方法,利用影响函数计算平均风荷载静风响应和脉动风荷载的背景响应。由结构的主要振型的振型系数,利用主要振型计算每阶振型的脉动风荷载的共振响应。该文给出了具体的计算公式。最后,计算了贵阳小关桥3号墩墩底的内力,计算结果显示,不同的荷载分量提供不同的作用,表明充分考虑风荷载的三维效应是非常有必要的。 展开更多
关键词 连续刚构桥 双肢薄壁墩 平衡悬臂施工 二维风荷载 风响应
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Y形平面高层建筑风荷载研究 被引量:1
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作者 梁枢果 田唯 +1 位作者 刘胜春 李明水 《三峡大学学报(自然科学版)》 CAS 2005年第1期27-30,共4页
介绍了Y形平面高层建筑结构刚性模型在均匀流场和紊流场中三种风向角下的三维风荷载 风洞试验结果,分析了Y形平面建筑物三维风荷载的数值模型,获得了一些对工程设计有参考意 义的数据和结论.
关键词 风荷载 高层建筑结构 建筑物 风向角 平面 工程设计 风洞试验 结论 参考 意义
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冰区海上单桩风机振动响应与控制 被引量:4
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作者 朱本瑞 孙超 黄焱 《振动与冲击》 EI CSCD 北大核心 2021年第9期133-141,共9页
针对冰区海域风机结构冰激锁频振动问题,深入开展其冰激振动响应分析,提出基于三维摆式阻尼器的冰区风机振动控制方法。基于M??tt?nen-Blenkarn自激振动理论,采用APDL开发冰区风机自激振动分析程序;基于叶素动量理论,考虑Prandtl叶尖损... 针对冰区海域风机结构冰激锁频振动问题,深入开展其冰激振动响应分析,提出基于三维摆式阻尼器的冰区风机振动控制方法。基于M??tt?nen-Blenkarn自激振动理论,采用APDL开发冰区风机自激振动分析程序;基于叶素动量理论,考虑Prandtl叶尖损失修正和Grauert修正,利用MATLAB编程计算获得风机叶片空气动力载荷;针对NREL 5 MW海上单桩风机结构,考虑我国渤海海域一年一遇冰情,开展不同方向冰-风组合工况下的振动响应分析,给出风机结构发生锁频事件的冰速范围,并对有、无三维摆式阻尼器的风机塔筒响应进行对比分析,结果表明:单桩风机发生锁频事件对应的冰速范围为0.01~0.06 m/s,冰-风同向时,风机发生冰激锁频所对应的冰速范围最大,塔筒结构响应最大;三维摆式阻尼器能够显著抑制冰-风载荷联合作用下的塔筒面外和面内振动响应,从而大大提高其服役的安全性。该研究成果可为冰区服役风机结构的安全运行提供技术支持。 展开更多
关键词 海上单桩风机 海冰载荷 自激振动 动力响应 三维摆式阻尼器(3D-PTMD)
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180m高三管集束式钢烟囱风荷载特性风洞试验研究 被引量:1
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作者 王晓海 柯世堂 +1 位作者 余文林 杜琳 《振动与冲击》 EI CSCD 北大核心 2021年第3期254-262,共9页
为系统研究180 m三管集束式钢烟囱风荷载分布模式和时变特性,以国内某在建180 m高三管集束式钢烟囱为研究对象,通过同步刚体测压风洞试验,得到了不同风向角下三管集束式钢烟囱各排烟筒表面平均与脉动风荷载。在此基础上,对比分析了典型... 为系统研究180 m三管集束式钢烟囱风荷载分布模式和时变特性,以国内某在建180 m高三管集束式钢烟囱为研究对象,通过同步刚体测压风洞试验,得到了不同风向角下三管集束式钢烟囱各排烟筒表面平均与脉动风荷载。在此基础上,对比分析了典型风向角下三个排烟筒表面平均风压、脉动风压、升/阻力系数和整体平均体型系数的分布规律,并探讨了风压信号的高斯和非高斯分布及时变特性,归纳了信号在时间和空间上的相关性,总结了风向角和干扰效应对三管集束式烟囱体系气动力分布的影响规律。研究发现:三管集束式烟囱体系风荷载干扰效应主要表现为遮挡效应,整体体型系数最大值为0.71。在0°、90°和180°风向角下,风压信号分别有59.9%、53.4%和56.9%表现出大偏斜和高峰态分布特征。主要研究结论可为多管集束式钢烟囱的风荷载取值提供科学依据。 展开更多
关键词 三管集束式钢烟囱 风洞试验 风荷载 干扰效应 时变特性
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Numerical Si mulation of Transportation of SPMfrom the Yellow River to the Bohai Sea 被引量:4
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作者 李国胜 董超 王海龙 《China Ocean Engineering》 SCIE EI 2006年第1期133-146,共14页
A 3D diagnostic model including a suspended sediment transport module, ECOMSED, driven by the monthly discharge and sediment load of the Yellow River in 1983 ~ 1984, was applied to the Bohai Sea. The simulation of th... A 3D diagnostic model including a suspended sediment transport module, ECOMSED, driven by the monthly discharge and sediment load of the Yellow River in 1983 ~ 1984, was applied to the Bohai Sea. The simulation of the temporal-spatial variation of SPM (Suspended Particular Matter) concentration, sediment flux, and deposition rate was carfled out. It could be seen that, the SPM concentration exhibited distinct seasonal variation, and the variation characteristic was similar for two years. Some of the fine sediment of the Yellow River extended to the western bank of the Liaodong Bay, but most of the sediment deposited around the estuary of the Yellow River, the deposition flux rapidly decreasing with the increasing distance to the estuary. The deposition rate kept at 0.05 ~ 0.1 mm/a for most area, close to the insitu data. There were two areas of high SPM concentration in the Bohai Sea, one of which could be attributed to the Yellow River discharge, and another one, located at the seas with intensive resuspension power, to the tidal current energy. The sediment from the Yellow River was transported mainly along the track of the, Lagrangian residual cireulations. In one word, the suspended load transport was basically attributed to the wind-driven and tidal-induced Lagrangian residual circulations. The resuspenslon flux was related to the bottom currents: the larger the current speed, the more the sediment resuspended. 展开更多
关键词 the Yellow River suspended load 3-d numerical modeling temporal-spatial variation
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THREE-DIMENSIONAL NUMERICAL MODEL FOR WINDING TIDAL RIVER WITH BRANCHES 被引量:1
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作者 YANG Li-ling WANG Yun-hong +3 位作者 ZHU Zhi-xia XU veng-jun DENG Jia-quan YANG Fang 《Journal of Hydrodynamics》 SCIE EI CSCD 2007年第2期249-254,共6页
Natural rivers are usually winding with branches and shoals, which are difficult to be simulated with rectangular grids. A 3-D current numerical model was established based on the orthogonal curvilinear coordinate sys... Natural rivers are usually winding with branches and shoals, which are difficult to be simulated with rectangular grids. A 3-D current numerical model was established based on the orthogonal curvilinear coordinate system and vertical o coordinate system. The equations were discretisized using a semi-implicit scheme. The "predictor" and "corrector" steps were applied for the horizontal momentum equations to meet the basic requirement that the depth-integrated currents obtained from the equations for 2-D and 3-D modes have identical values. And a modification of traditional method of dry/wet discriminance was proposed to determine accurately the boundary and ensure the continuity of variable boundary in the simulation. This model was verified with the data measured in a winding tidal river with branches in April, 2004. The simulated data of water levels and velocities agree well with the measured ones, and the computed results reveal well the practical flow characteristics, including the vertical secondary flow in a winding reach. 展开更多
关键词 winding tidal river 3-d numerical model semi-implicit scheme variable boundary
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TMT Tertiary Mirror Optical Jitter Model Metrology
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作者 Qichang An Jingxu Zhang +1 位作者 Fei Yang Hongchao Zhao 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2016年第6期67-72,共6页
To measure the jitter performance of the Tirthy Meter Telescope tertary mirror( TMT M3),the model of jitter based on the accerleration signal is established. First and foremost,the procedure TMT required to processs t... To measure the jitter performance of the Tirthy Meter Telescope tertary mirror( TMT M3),the model of jitter based on the accerleration signal is established. First and foremost,the procedure TMT required to processs the jitter data is presented. Then,the jitter of the system is divided into two parts: powered jitter and unpowered jitter. The metric of the jitter is required to be in the form of displacement or angle. So the frequency integration is involved to minify the error source introduced by the tending iterm in the time domain integration.In the evaluation of the power jitter,the accelerometers are used to obtain the rigid body motion of the tertiary mirror. The random decrement technique and dominated mode theory are applied to obtain the model of unpowered jitter. A classical telescope performances a 1. 6"RMS jitter metric; for a four meter scale system,the resonance frequency is around 107 Hz,powering,with 0. 14% damping. Consequently,the tip( 183 Hz,0.6%) and tilt( 193 Hz,0.19%) are both be measured. Using this model,the system engineers can estimate the unpowered jitter when the system is presented in the distortion. 展开更多
关键词 TMT M3 numerical integration JITTER transfer function power spectral density wind load
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