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Effects of Engineering Factors on Structure Response in Vibration Test
Chen Youling,Zhu Xuewang,Zhu Changchun
Strategic Study of CAE 2006, Volume 8, Issue 12, Pages 62-65
Effects of engineering factors such as fixture boundaries, assembly connections, dynamic vibrationloads position and level, etc., on response of complicated structure in vibration test are investigatedIt is shown that evaluations on the response of structure in service are applicable using vibration test
Keywords: complicated structure vibration test structure response engineering factor
Seismic response reduction of a three-story building by an MR grease damper
Tomoki SAKURAI, Shin MORISHITA
Frontiers of Mechanical Engineering 2017, Volume 12, Issue 2, Pages 224-233 doi: 10.1007/s11465-017-0413-6
This paper describes an application of magneto-rheological (MR) grease dampers as seismic dampers for a three-story steel structure. MR fluid is widely known as a smart material with rheological properties that can be varied by magnetic field strength. This material has been applied to various types of devices, such as dampers, clutches, and engine mounts. However, the ferromagnetic particles dispersed in MR fluid settle out of the suspension after a certain interval because of the density difference between the particles and their carrier fluid. To overcome this defect, we developed a new type of controllable working fluid using grease as the carrier of magnetic particles. MR grease was introduced into a cylindrical damper, and the seismic performance of the damper was subsequently studied via numerical analysis. The analysis results of the MR grease damper were compared with those of other seismic dampers. We confirmed that the MR grease damper is an effective seismic damper.
Keywords: MR grease damper seismic damper vibration control structural response FEM analysis
Evaluation of transmissibility for a class of nonlinear passive vibration isolators
Z. K. PENG, Z. Q. LANG, G. MENG
Frontiers of Mechanical Engineering 2012, Volume 7, Issue 4, Pages 401-409 doi: 10.1007/s11465-012-0349-9
In this study, the concept of Output Frequency Response Functions (OFRFs) is applied to representcharacteristic parameters might affect the force and displacement transmissibility is built for the vibrationoutputs of the nonlinear isolators, and the introduction of a nonlinear anti-symmetric damping into vibrationThese conclusions are of significant importance in the analysis and design of the nonlinear vibration
Keywords: nonlinear vibration volterra series Output Frequency Response Functions (OFRFs) nonlinear damping vibration
Wind-induced vibration control of Hefei TV tower with fluid viscous damper
Zhiqiang ZHANG , Aiqun LI , Jianping HE , Jianlei WANG ,
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3, Pages 249-254 doi: 10.1007/s11709-009-0038-x
Keywords: high-rise structure wind-induced response fluid viscous damper vibration control
Hydroelastic model experimental study on large scale high arch dam vibration by discharge flow
Ma Bin,Lian Jijian,Yang Min
Strategic Study of CAE 2008, Volume 10, Issue 11, Pages 23-29
Keywords: Laxiwa arch dam hydroelastic model flow-induced vibration vibration response inverse analysis
Prediction of vibration response of powerhouse structures based on LS-SVM optimized by PSO
Lian Jijian,He Longjun,Wang Haijun
Strategic Study of CAE 2011, Volume 13, Issue 12, Pages 45-50
The vibration of powerhouse structures is mainly induced by hydraulicsprototype observation data of Ertan Hydropower Station, the paper analyzes the coupling effect between vibrationof units and powerhouse,and then the vibration response forecasting model of the powerhouse is built
Keywords: powerhouse coupled vibration particle swarm optimization algorithm least squares support vector machines response prediction
Zhu Xuewang,Liu Qinglin
Strategic Study of CAE 2008, Volume 10, Issue 10, Pages 36-41
The contribution level of cross modality to vibration response of structureIn engineering vibration analysis' a system hypothesis with lightly damping and sparse modality isgenerally applied to solve approximately vibration response of structure where the contribution of crossand irregular factors of spectral diagram in time domain vibration analysis and change the results ofunder random vibration is analysised with Miner's linear damage ruler.
Keywords: cross modality random vibration fatigue damage accumulation random vibration response modality superposition
The study of forced vibration for threetower suspension bridge under moving loads
Feng Zhaoxiang,Chen Liang and Miu Changqing
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 80-84
Keywords: dynamic characteristics forced vibration response load amplification factor
Wind resistance challenges and fundamental research on long-span bridges
Xiang Haifan,Ge Yaojun
Strategic Study of CAE 2011, Volume 13, Issue 9, Pages 8-21
Keywords: suspension bridge cable stayed bridge arch bridge flutter instability buffeting response vortexinduced vibration wind-rain induced vibration
Frontiers of Mechanical Engineering 2023, Volume 18, Issue 1, doi: 10.1007/s11465-022-0730-2
Keywords: ultrasonic vibration-assisted grinding perforated ultrasonic vibration platform vibration characteristics
Recent development of vibration utilization engineering
WEN Bangchun
Frontiers of Mechanical Engineering 2008, Volume 3, Issue 1, Pages 1-9 doi: 10.1007/s11465-008-0017-2
Keywords: utilization engineering non-linear vibration vibration utillization utillization engineering
Guilian YI, Yunkang SUI, Jiazheng DU
Frontiers of Mechanical Engineering 2011, Volume 6, Issue 2, Pages 229-234 doi: 10.1007/s11465-011-0128-z
To reduce vibration and noise, a damping layer and constraint layer are usually pasted on the innersurface of a gearbox thin shell, and their thicknesses are the main parameters in the vibration andThe normal acceleration of the point on the gearbox surface is the main index that can reflect the vibrationcharacteristics of the whole structure, and the vibration acceleration level is adopted to measure thedegree of the vibration and noise.
Keywords: Abaqus secondary development Python language vibration and noise reduction K-S function vibration acceleration
Similitude design for the vibration problems of plates and shells: A review
Yunpeng ZHU, You WANG, Zhong LUO, Qingkai HAN, Deyou WANG
Frontiers of Mechanical Engineering 2017, Volume 12, Issue 2, Pages 253-264 doi: 10.1007/s11465-017-0418-1
Similitude design plays a vital role in the analysis of vibration and shock problems encountered inengineering practice and summarizes the major achievements of the dynamic similitude theory in structural vibrationdiscusses the existing problems and the potential of the dynamic similitude theory for the analysis of vibration
Keywords: review dynamic similitude vibration model test
Multi-harmonic forced vibration and resonance of simple beams to moving vehicles
Frontiers of Structural and Civil Engineering Pages 981-993 doi: 10.1007/s11709-023-0979-5
Keywords: forced vibration linear Euler beam moving load harmonic structure frequency modulation end restraints
Analytical and numerical investigation into the longitudinal vibration of uniform nanotubes
Masoud MASOUMI,Mehdi MASOUMI
Frontiers of Mechanical Engineering 2014, Volume 9, Issue 2, Pages 142-149 doi: 10.1007/s11465-014-0292-z
Keywords: continuum theory differential quadrature method nanorod longitudinal vibration
Title Author Date Type Operation
Effects of Engineering Factors on Structure Response in Vibration Test
Chen Youling,Zhu Xuewang,Zhu Changchun
Journal Article
Seismic response reduction of a three-story building by an MR grease damper
Tomoki SAKURAI, Shin MORISHITA
Journal Article
Evaluation of transmissibility for a class of nonlinear passive vibration isolators
Z. K. PENG, Z. Q. LANG, G. MENG
Journal Article
Wind-induced vibration control of Hefei TV tower with fluid viscous damper
Zhiqiang ZHANG , Aiqun LI , Jianping HE , Jianlei WANG ,
Journal Article
Hydroelastic model experimental study on large scale high arch dam vibration by discharge flow
Ma Bin,Lian Jijian,Yang Min
Journal Article
Prediction of vibration response of powerhouse structures based on LS-SVM optimized by PSO
Lian Jijian,He Longjun,Wang Haijun
Journal Article
The contribution of cross modality to fatigue damage accumulation of structure subjected to random vibration
Zhu Xuewang,Liu Qinglin
Journal Article
The study of forced vibration for threetower suspension bridge under moving loads
Feng Zhaoxiang,Chen Liang and Miu Changqing
Journal Article
Wind resistance challenges and fundamental research on long-span bridges
Xiang Haifan,Ge Yaojun
Journal Article
Vibration characteristics and machining performance of a novel perforated ultrasonic vibration platform
Journal Article
Application of python-based Abaqus preprocess and postprocess technique in analysis of gearbox vibration
Guilian YI, Yunkang SUI, Jiazheng DU
Journal Article
Similitude design for the vibration problems of plates and shells: A review
Yunpeng ZHU, You WANG, Zhong LUO, Qingkai HAN, Deyou WANG
Journal Article