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harmonic response是什么意思
中文翻译谐波响应:&&&&n. 1.【音乐】泛音；和声。 2.〔 pl.〕【数学】 ...:&&&&n. 1.回答，答复。 2.【宗教】应唱圣歌。 3. ( ...
例句与用法1.Fem analysis on cwr vibration characteristic through harmonic response way无缝线路钢轨振动特性谐响应有限元分析2.Harmonic response characteristic谐波响应特性3.Sixth , low - order natural frequency has being obtained by the mode analysis experiment of machine tools , the dynamic parameters of combination surface jointed by bolts were identified by the synthesis of fea , optimal algorithm and harmonic response analysis6 .研究了如何利用由实验模态分析测得整机的低阶固有频率,通过将有限元分析和优化算法、谐波响应分析相结合的方法,完成螺栓联接结合面的参数识别问题。 4.The prestress and harmonic response analysis method is used to study the unbalance response of a turbo - generator rotor and the displacement - frequency curve at a point of the rotor as well as the sress and strain at an appointed frequency are provided摘要利用预应力及谐响应分析的方法研究了转子的不平衡响应，得出在某频率范围内，转子在指定点处位移对频率的响应曲线以及在指定频率处，整个转子上的应力、应变响应的影响等。 5.Research methods of expansion joint ' s mode and harmonic response were systemically studied and a fea modeling & post process software for project designer was built in this article . and it may contribute much to theory and project practice for expansion joint本文工作不仅较系统地完成了波纹管膨胀节振动模态与响应分析方法的研究，还为工程设计人员提供了基于参数化的有限元建模及后处理软件，具有一定的理论意义和重要的工程应用价值。 6.We acquired the system ' s dynamic response when the satellite attitude was adjusted and the mode of the antenna . then modal analysis and dynamic analysis have been done to the satellite - antenna system by using the finite element analysis ( fea ) software of ansys . through the analysis we got the system ' s connatural characteristic , the amplitude - frequency characteristic of harmonic response , the power spectrum density of random vibration response , the maximal amplitude and resuming time of impact response其次借助ansys有限元分析软件，对系统进行了模态分析和动力学响应分析，获得了不同天线结构参数下的卫星?天线系统的固有特性，简谐响应的幅频特性，随机振动响应的功率谱密度，以及冲击响应的最大幅值和恢复时间等。 7.Expansion joint was one of the most important parts of pipe system . it can close the vibration off in pipe system and absorb the displacement caused by stress , axial force , transverse force and temperature grads . based on fea parametric analysis , ansys was used to study the mode and harmonic response of expansion joint in this article波纹管膨胀节是管系中的重要组成部件，它不仅能够吸收由压力、轴向力、横向力、弯矩以及温差等原因引起的位移，还可作为隔振元件用于管系的减振隔振。 8.In this dissertation the finite element analyze ( fea ) has been used to analyze the characteristic of the vibration of the frame . the dynamic characteristic has been deeply and systematically comprehended through the modal analysis and harmonic response analysis . it provides the important basis of solving the vibration of the motorcycle and has some theoretical significance and important practical value本文主要采用有限元法对摩托车车架的振动特性进行分析，通过模态分析及谐响应分析，对车架的动态特性有了深入系统的了解，为解决摩托车的振动问题提供了重要的依据，具有一定的理论意义和重要的实用价值。 9.Then experiment was processed to testify the calculated results . based on the theory of vibration mode , harmonic response and experiment , fea meshing , fea element and bound condition of expansion joint were analyzed . then a parametric fea modeling & post process software was developed by apdl and visual basic langrage本文采用有限元数值分析方法，利用大型商用有限元计算软件ansys ，研究了基于结构参数化设计思想的波纹管膨胀节的振动模态和含波纹管膨胀节管系的振动响应分析方法，开展了波纹管膨胀节模态试验验证。
相邻词汇热门词汇自动动态响应分析器付世晓_百度百科
付世晓，男，1976年生，上海交通大学研究员，博士生导师。[1]
1976年11月出生；
1999年，，船舶工程系本科毕业；
2002年，，船舶工程系获硕士学位，师从教授进行船体振动与声辐射特性的研究；
2005年，，船舶海洋与建筑工程学院获博士学位，师从教授进行弹性浮体与锚泊系统的耦合动力响应，及弹性多体浮式结构物的水弹性响应研究。
2005年－2007年，(CeSOS,NTNU)与挪威科学院院士T.Moan教授合作进行弹性多体浮式结构物的水弹性响应研究。[2]
2007年8月至2008年12月，，副教授，主要进行海洋平台立管涡激振动理论与试验方法，及弹性多体浮式结构物的水弹性响应研究。
2009年1月，被聘为特别研究员。
2010年，被聘为博士生导师。
2013年，研究员。
2011年起，受聘美国(MIT)博士生指导委员会委员（Supervision Committee Member)月，挪威工业与科学研究院(SINTEF)访问教授[2]
月，（NTNU）合作研究教授[2]
月，美国(MIT)合作研究科学家
月，（NTNU）合作研究教授[2]
月，挪威工业与科学技术研究院（SINTEF)，合作研究教授[2]
船舶与海洋工程中的流固耦合问题；海洋平台立管涡激振动理论与试验；弹性多体浮式结构物的水弹性响应。
英文期刊论文[1]
[1] Shixiao Fu*, Yuwang Xu, Ke Hu, Qian Zhong, Runpei Li, Experimental Investigation on Hydrodynamics of a Fish Cage Floater-net System in Oscillatory and Steady Flows by Forced Oscillation Tests, Journal of Ship Research, 2014, v25(1), pp 20-29.
[2] Shixiao Fu*, Yuwang Xu, Yin Chen, Seabed Effects on the Hydrodynamics of a Circular Cylinder Undergoing Vortex-Induced Vibration at High Reynolds Number, Journal of Waterway, Port, Coastal, and Ocean Engineering, 2014, v140(3), .
[3]. Jungao Wang, Shixiao Fu*, Rolf Baarholm, Jie Wu, Carl Martin Larsen. Fatigue damage of a steel catenary riser from vortex-induced vibration caused by vessel motions, Marine Structures, 2014, v39, pp 131–156.
[4]. Jungao Wang, Shixiao Fu*, Rolf Baarholmb, JieWuc, C. M. Larsend. Fatigue Damage Induced by VIV in Oscillatory Flow, Marine Structures,2014,
[5]. Yun Gao, Shixiao Fu*, Leixin Ma, Yifan Chen. Experimental investigation of the response performance of VIV on a flexible riser with helical strakes, Ships and Offshore Structures, 2014.
[6]. Yun Gao, Shixiao Fu, Jing Cao, Yifan Chen. Experimental study on response performance of VIV of a flexible riser with helical strakes, China Ocean Engineering.
[7] Shixiao Fu*, Jungao Wang, Rolf Baarholmb, Jie Wuc, C. M. Larsend , 2013. Novel Features of Vortex-Induced Vibration by Oscillatory Flow, JournalofOffshoreMechanicsandArcticEngineering
[8] Ying C Shixiao Fu*; Yuwang Xu; Dixia Fan, 2013. High order force components of a near-wall circular cylinder oscillating in transverse direction in steady current,Ocean Engineering, Vol.74,pp.37-47
[9]Shixiao Fu,Yuwang Xu,Ying Chen ,2013. Seabed Effects on the Hydrodynamics of Circular Cylinder Undergoing Vortex Induced Vibration at High Reynolds Number, J.Waterway,Port,Coastal,and Ocean Engineering
[10] Yuwang Xu, Shixiao Fu*, Ying Chen, Qian Zhong, Dixia Fan, 2013. Experiment Investigation on Vortex Induced Forces of Oscillating Cylinder at High Reynolds Number, Ocean System Engineering (ISSN), Vol.3, No.3, pp167-180.
[11] Xiqia Chen, Shixiao Fu*, Leijian Song, 2013. Stress Analysis Model for Un-bonded Umbilical Cables, Ocean System Engineering(ISSN), Vol3, No.2, pp97-122.
[12] Shixiao Fu*, Yuwang Xu, Ke Hu, Yu Zhang, 2013. Experimental Study on Hydrodynamics of Floating Cylinder in Oscillatory and Constant Flows, Marine Structures(ISSN: ), Vol34, pp41-55.
[13] Li Li, Shixiao Fu*, 2013. Nonlinear Hydroelastic Analysis of Aquaculture Fish Cage in Irregular Waves, Marine Structures(ISSN: ), Vol34, pp56-73.
[14] Shixiao Fu*, Weicheng Cui, 2012. Dynamic Responses of a Ribbon Floating Bridge Under Moving Loads, Marine Structures(ISSN: ), Vol.29, No.1, pp246-256.
[15] Li Li; Shixiao Fu*, Yuwang Xu; Jungao W Jianmin Yang, 2012. Dynamic Responses of Floating Fish Cage in Waves and Current, Ocean Engineering(ISSN:), Vol.72, pp297-303.
[16] Shixiao Fu*, Torgeir Moan, 2012. Dynamic analyses of floating fish cage collars in waves, Aquacultural Engineering (ISSN:), Vol.47, pp7-15.
[17] Xujun Chen, Torgeir Moan, Shixiao Fu, 2010. Extreme Response of Very Large Floating Structure Considering Second-Order Hydroelastic Effects in Multidirectional Irregular Waves, Journal of Offshore Mechanics and Arctic Engineering(ISSN:), Vol.132.
[18] Wang Cong, Shixiao Fu*, Cui Weicheng, 2009. Hydroelasticity Based Fatigue Assessment of the Connector for a Ribbon Bridge Subjected to a Moving Load, Marine Structures(ISSN: ) , Vol.22 No.2, pp246-260.
[19] Cong Wang, Shixiao Fu, Weicheng Cui, 2009, Ribbon Bridge in Waves Based on Hydroelasticity Theory, Frontiers of Architecture and Civil Engineering in China(ISSN: ), Vol.3 No.1, pp57-62.
[20]Shixiao Fu, Weicheng Cui, Xujun Chen, Cong Wang, (2005), Hydroelastic analysis of a nonlinearly connected floating bridge subjected to moving loads, Marine Structures, Vol.18, No.1, 85-107.
[21]Shixiao Fu, Torgeir Moan, Xujun Chen, Weicheng Cui, (2007), Hydroelastic analysis of flexible floating interconnected structures. Ocean Engineering, Vol. 34, .
[22]Wang Cong, Fu Shixiao, Li Ning, Cui Weicheng and Lin Zhuming, (2006) Dynamic analysis of a pontoon- separated floating bridge subjected to a moving load. China Ocean Engineering, 20(3): 419-430.
[23]Wang Cong, Fu Shixiao, Cui Weicheng and Lin Zhuming, (2006) Hydroelastic analysis of a ribbon bridge under wave actions. Journal of Ship Mechanics, 10(6):61-75.
[24]Jiao Linlin, Fu Shixiao, Wang Cong and Cui Weicheng, (2006) Comparison of approaches for the hydroelastic response analysis of very large floating structures. Journal of Ship Mechanics, 10(3):71-92.
国际会议论文[3]
[1]. Jungao Wang, Shixiao Fu*, Rolf Baarholm. Vortex-induced Vibration of Steel Catenary Riser under Vessel Motion, 33rd International Conference on Ocean, Offshore and Arctic Engineering, 2014, Paper No. OMAE.
[2]. Ke Hu, Shixiao Fu*, Yuwang Xu, Leixin Ma, Yifan Chen, Xuefeng Wang. Hydrodynamic response of multiple fish cages under wave loads, 33rd International Conference on Ocean, Offshore and Arctic Engineering, 2014, Paper No. OMAE.
[3]. Wei Wei, Shixiao Fu*, FeiGuo, Yuanhua Liang, Shuhong Chai. The Effect of Bending Stiffness On Hydroelastic Response Of VLFS, 33rd International Conference on Ocean, Offshore and Arctic Engineering, 2014, Paper No. OMAE.
[4]. Yun Gao, Shixiao Fu*, Leijian Song, Tao Peng, Runpei Li. Experimental investigation on the suppression device of VIV of a flexible riser, 33rd International Conference on Ocean, Offshore and Arctic Engineering, 2014, Paper No. OMAE.
[5]. Yu Zhang, Dapeng Yu, Shixiao Fu*, Fei Guo and Wei Wei. Wave Drift Forces and Resonance Analysis on Two Ships Arranged Side by Side, 33rd International Conference on Ocean, Offshore and Arctic Engineering, 2014, Paper No. OMAE.
[6] Li Li, Shixiao Fu*, Runpei Li, 2013. Hydroelastic Analysis of Aquaculture Fish Cages in Irregular Waves, OMAE.
[7] Yuwang Xu, Shixiao Fu*, Qian Zhong, Dixia Fan, Yu Zhang, 2013. Online Safety Monitor Design of the Jacket Platform Based on Structural Members Failure Study , OMAE.
[8] Fei Guo, Shixiao Fu*, Wei Wei, Weidong Zhang, 2013. The Collision of Freely Floating Multiple Vessels in Waves, OMAE.
[9] Shixiao Fu*, Jungao Wang, Rolf Baarholm, Jie Wu, C.M.Larsen, 2013. VIV of Flexible Cylinder in Oscillatory Flow, OMAE.
[10] Li Li, Shixiao Fu*, 2012. Dynamic Responses of the Floating Cage System in Current and Wave , OMAE.
[11] Qian Chen, Shixiao Fu*, Tie Ren, Zaojian Zou, 2011. Dynamic Response Analysis of the Offshore Wind Turbine Support Structure Under Extreme Conditions, OMAE.
[12]Lin Li,Shixiao Fu*, Jianmin Yang, 2011. Experimental Investigation on the Vortex-Induced Vibration of Risers with Staggered Buoyancy, OMAE.
[13] Shixiao Fu*, Tie Ren, Runpei Li, Xuefeng Wang, 2011.Experimental investigation on VIV of the flexible model within full scale Re number regime, OMAE.
[14] Zhibiao Rao, Shixiao Fu*, Jianmin Yang, Runpei Li , 2010. The Application of Non-Sinusoidal Mode Shape Function in the Identification of Modal Weight, OMAE.
[15] Shixiao Fu, Cui Weicheng, Yang Jianmin, 2009.
Experimental investigation of the hydroelastic response of a floating bridge subjected to moving loads, Hydroelasticity in Marine Technology, University of Southampton,UK.
[16]Chen, X.J., Moan, T., Fu, S.X. and Cui, W.C., (2005) Hydroelastic Analysis of Flexible Floating Structures in Regular Waves. Proceedings of ICMEM International Conference on Mechanical Engineering and Mechanics. Vol.2, Nanjing, China, 26-28 October, 7.
[17]Taghipour Reza, Fu Shixiao and Moan Torgeir, (2006), Validated two and three dimansional linear hydroelastic analysis using standard software. 16th Int. Offshore and Polar Engineering Conference & Exhibition ISOPE, San Francisco, USA, May 28- June 2, 2006.
[18]Shixiao Fu, Torgeir Moan, Xujun Chen, Weicheng Cui, (2006), Hydroelastic analysis of flexible floating structures with Rigid-Hinge-Mode. Hydoelasticity in Marine Technology, pp.235-244, Proceedings of the fourth International Conference on Hydroelasticity in Marine Technology ,Wuxi, China, 10-14 September 2006.
中文期刊论文[5]
[1]. 王俊高，付世晓*，许玉旺，宋磊建. 振荡来流下柔性立管涡激振动“分时特性”试验研究，振动与冲击，2014, v33(21): pp 1-7.
[2]. 高云，付世晓*，宋磊建. 柔性立管涡激振动抑制装置试验研究，振动与冲击，2014, V33(14): pp 77-83.
[3]. 王俊高，付世晓*，许玉旺，宋磊建. 正弦振荡来流下柔性立管涡激振动发展过程，力学学报，2014, v46(2): pp 173-182.
[4]. 宋磊建，付世晓*，陈希恰，郭宏，屈衍. 深海脐带缆总体响应特性比较研究，振动与冲击，2014, v33(1): 119-124.
[5]王俊高，付世晓*，许玉旺，宋磊建，2013. 振荡来流下柔性立管涡激振动响应特性试验研究，船舶力学
[6]高云，付世晓*，2013，带螺旋列板的柔性立管涡激振动响应特性试验研究，力学学报。
[7]高云, 付世晓*. 2013, 表面粗糙度对立管涡激振动响应影响的试验研究, 船舶力学
[8]陈蓥，付世晓*，许玉旺，周青，范迪夏，2013. 均匀流中近壁面垂直流向圆柱水动力特性研究，物理学报（ISSN：），第62卷，第6期，~.
[9]李琳，杨建民，付世晓*，2012. 带有浮力块的柔性立管涡激振动特性研究，船舶力学
[10]李曼，付世晓*，2012，钢悬链线立管面外涡激振动响应研究，船舶力学
[11]宋斌，付世晓*，肖龙飞，2012，超大型浮式海上基地连接件载荷特性研究，船舶力学
[12]李鲤，付世晓*，2012. 波流作用下深海网箱结构动力响应特性研究，船舶力学
[13]陈前，付世晓*，邹早建，2012. 海上风力发电机组支撑结构动力响应特性研究，船舶力学），第16卷，第4期，408-415.
[14]陈前，付世晓*，邹早建，2012. 海上风力发电机组支撑结构动力特性分析，振动与冲击，第31卷，第2期，86-90.
[15]李琳，付世晓*，杨建民， 2011. 运用光纤光栅传感器的涡激振动测试技术，振动、测试与诊断，第31卷，第6期，728-732.
[16]周青，付世晓*，2011. 考虑海底边界影响的管道水动力特性研究，中国海洋平台，第26卷，第5期，17-23.
[17] 任铁，付世晓*，李润培，杨建民，2011. 基于模型试验的实尺度立管涡激振动响应预报方法研究，船舶力学，第15卷，第4期，364-370.
[18]饶志标，付世晓*，杨建民，2011，钢悬链线的涡激振动分析，船舶力学，第15卷，第3期， 245-258.
[19]饶志标，杨建民，付世晓*，李润培，2010. 剪切流下钢悬链线立管涡激振动响应研究，振动与冲击，第29卷，第10期，4-8.
[20]傅世晓，崔维成，陈徐均，林铸明，(2006) 移动载荷作用下非线性连接浮桥的动力响应分析，上海交通大学学报, Vol.40, No. 6, June, .
[21]王琮, 付世晓, 韩芸, 崔维成 (2007) 波浪作用下带式舟桥的水弹性分析. 上海交通大学学报,
[22]陈徐均，林铸明，吴广怀，傅世晓，（2006）通载浮桥动态位移的测试方法与数据分析，振动测试与诊断，Vol.26, No. 2, 97-101
[23]傅世晓，赵德有，黎胜，(2004) 船舶局部结构振动分析中边界条件的简化和修正方法研究，船舶力学, Vol.8, No.1, 92-98.
[24]傅世晓，范菊，陈徐均，崔维成，(2004) 考虑浮体弹性变形德锚泊系统分析方法，船舶力学，Vol.8, No.2, 47-54.
[25]傅世晓，崔维成，林铸明，陈徐均，（2004）间隙对拼组式浮桥静态响应的影响分析，船舶力学，Vol.8,No.4,86-94.
[26]林铸明，潘志远，傅世晓，崔维成，(2004) 基于RANS方程的舟桥水阻力预报,水动力学研究与进展，Vol. 3.
．上海交通大学 船舶海洋与建筑工程学院主页[引用日期]
．NTNU website[引用日期]
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基于指标参数依赖关系动态响应的研发流程模型
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