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Journal articles on the topic 'Dynamic responses'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Vinson, V. K. "Dynamic Responses." Science Signaling 5, no. 229 (2012): ec172-ec172. http://dx.doi.org/10.1126/scisignal.2003310.

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2

Burgess, Darren J. "Dynamic omics responses." Nature Reviews Genetics 13, no. 12 (2012): 828. http://dx.doi.org/10.1038/nrg3370.

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3

Bai, Zhengfeng, and Zhiyuan Ning. "Dynamic Responses of the Planetary Gear Mechanism Considering Dynamic Wear Effects." Lubricants 11, no. 6 (2023): 255. http://dx.doi.org/10.3390/lubricants11060255.

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Gear wear is unavoidable and results in vibrations and decreased performance in a planetary gear system. In this work, the wear phenomenon of the gear teeth surface and the dynamic responses of the planetary gear mechanism are investigated through a computational methodology. Dynamic responses are presented by considering the dynamic wear effects. First, the model of the planetary gear mechanism dynamics is established by considering the nonlinear stiffness and friction of gear surfaces. The dynamic wear model of the gear is then established based on Archard’s wear model. Further, the coupling

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4

Hua, Xia, and Eric Gandee. "Vibration and dynamics analysis of electric vehicle drivetrains." Journal of Low Frequency Noise, Vibration and Active Control 40, no. 3 (2021): 1241–51. http://dx.doi.org/10.1177/1461348420979204.

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The importance of the vibration and dynamics of electric vehicle drivetrains has increased because of noise and durability concerns. In this study, the important dynamic responses of drivetrains, including the dynamic mesh force acting at the gear teeth, dynamic loads acting at the bearings, and torsional fluctuation of the tire or load under major vibration excitations, such as motor torque fluctuation excitation and spiral bevel gear mesh excitation, were investigated. The results demonstrate that at a lower motor speed, dynamic responses such as the dynamic mesh force, dynamic bearing loads

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5

Chapman, J. M. "Dynamic Responses to the Environment." Biological Journal of the Linnean Society 34, no. 3 (1988): 191. http://dx.doi.org/10.1111/j.1095-8312.1988.tb01957.x.

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6

Ozaki, Yu-ichi, Satoru Sasagawa, and Shinya Kuroda. "Dynamic Characteristics of Transient Responses." Journal of Biochemistry 137, no. 6 (2005): 659–63. http://dx.doi.org/10.1093/jb/mvi084.

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7

Hossack, Kenneth F. "Cardiovascular Responses to Dynamic Exercise." Cardiology Clinics 5, no. 2 (1987): 147–56. http://dx.doi.org/10.1016/s0733-8651(18)30542-3.

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8

Loizou, Elena, Paul Butler, Lionel Porcar, and Gudrun Schmidt. "Dynamic Responses in Nanocomposite Hydrogels." Macromolecules 39, no. 4 (2006): 1614–19. http://dx.doi.org/10.1021/ma0517547.

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9

Song, Ohseop, and Sung-Kyun Kim. "1510 Dynamic Responses of Composite H-Type Cross-Section Beams." Proceedings of The Computational Mechanics Conference 2010.23 (2010): 600–602. http://dx.doi.org/10.1299/jsmecmd.2010.23.600.

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10

Bai, Zheng Feng, Xing Gui Wang, and Yang Zhao. "Investigation on Dynamic Responses of Manipulator with Multiple Clearance Joints." Applied Mechanics and Materials 251 (December 2012): 152–57. http://dx.doi.org/10.4028/www.scientific.net/amm.251.152.

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The existence of clearance in joints of manipulator system is inevitable and the movements of the real manipulator are deflection from the ideal manipulator for the clearances. In this study, the effects of clearance on dynamic responses of real manipulator system with multiple clearance joints are investigated using a computational methodology. By applying the nonlinear continuous contact force model, the contact dynamics model in joint clearance is established and the friction effect is considered with the help of Coulomb friction model. Then the dynamics simulation is carried out and the dy

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11

Zhan, Bing Lai, Yue Xu, Zhi Xu, and Xiqin Yang. "Dynamic Properties Analysis for Self-Anchored Suspension and Cable-Stayed Combination System Bridge." Advanced Materials Research 255-260 (May 2011): 1077–81. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.1077.

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In view that dynamics research for self-anchored suspension and cable-stayed combination system bridge lags behind the practical application, this thesis analyzed its dynamic properties and seismic responses. By means of constructing a dynamic finite element model of the bridge for the dynamic properties and seismic response analysis, the thesis discovered the dynamic properties and the seismic responses laws of self-anchored suspension and cable-stayed combination system bridge. The dynamic finite element model was constructed based on the dynamic analysis theory and method, under the backgro

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12

Sharanagouda, Hadimani, Diwakar Nilesh, Selokar G.R., and Nageshwar Rao B. "Design & Analysis of Dynamic Response in Hydrolic Equipment Working with Heavy Loads." International Journal of Engineering and Advanced Technology (IJEAT) 10, no. 3 (2021): 215–18. https://doi.org/10.35940/ijeat.C2243.0210321.

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Hydraulic system has benefits over pneumatic or electric systems, especially when heavy loads are involved, or when very smooth and precise position or pressure control is required. Hydraulic actuators have several advantages including the fact that they produce less heat and electrical interference at the machine than do electric actuators. A simulation model of the support was established to determine the dynamic responses of the hydraulic support under dual impacts from its roof and shield beams, and the column and balance jack were replaced using a spring-damper system. Analysis of poses w

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13

Yuan, Ying Cai, Yan Li, and Yi Ming Wang. "Robust Design to Control the Chaos of Fold Mechanism with Clearance." Applied Mechanics and Materials 312 (February 2013): 153–57. http://dx.doi.org/10.4028/www.scientific.net/amm.312.153.

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With the increasing of web offset printing machines working speed, the nonlinear dynamics responses are more significant, even the fold mechanism with clearances appears some chaos phenomenon. Based on the dynamic model of fold mechanism, the nonlinear dynamics responses and the chaos movement in pair are studied. Used the performance parameters and dynamics response sensitivities as the goal values, the robust design model is established. By the robust design model, the nonlinear dynamic responses and chaos phenomenon can be under controlled in the same clearance degree. In this way, the perf

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14

Yang, Chang Wei, Jian Jing Zhang, and Chuan Bin Zhu. "Analysis of Dynamic Responses of Bridge-Subgrade Transition of High-Speed Railway." Applied Mechanics and Materials 90-93 (September 2011): 189–96. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.189.

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Referred the vehicle-track coupling dynamics theory [1] and the vertical dynamic analysis models of Bridge-Subgrade transition developed by Zhai [2] ，Wang [3] and others [4]. This article takes account of the interaction between different structural layers in the subgrade system further by using the dynamic ballastless track model and finally establishes a space dynamic numerical model of the vehicle-track-subgrade coupled system. The dynamic response of the coupled system is analyzed when the speed of the train is 350km/h and the transition is filled with graded broken stones mixed with cemen

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15

Choi, Chiu H. "Shaping of Dynamic Responses by Observers." Open Automation and Control Systems Journal 5, no. 1 (2013): 1–6. http://dx.doi.org/10.2174/1874444301305010001.

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16

Dusseau, Ralph Alan, Ramzi El‐Achkar, and Michel Haddad. "Dynamic Responses of Pipeline Suspension Bridges." Journal of Transportation Engineering 117, no. 1 (1991): 3–22. http://dx.doi.org/10.1061/(asce)0733-947x(1991)117:1(3).

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17

Publicover, N. G. "Dynamic responses of electrically coupled systems." Journal of General Physiology 87, no. 4 (1986): 513–31. http://dx.doi.org/10.1085/jgp.87.4.513.

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An identified pair of electrically coupled neurons in the buccal ganglion of the freshwater snail Helisoma trivolvis is an experimentally accessible model of electrical synaptic transmission. In this investigation, electrical synaptic transmission is characterized using sinusoidal frequency (Bode) responses computed by Laplace transforms and responses to brief stimuli. The frequency response of the injected neuron shows a 20-dB/decade attenuation and a phase shift from 0 degree at low frequencies to -90 degrees at high frequencies. The response of a coupled cell shows a 40-dB/decade attenuatio

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18

BROWN, B. G. "DYNAMIC RESPONSES OF HUMAN CORONARY STENOSES." Australian and New Zealand Journal of Medicine 16, no. 3 (1986): 325–27. http://dx.doi.org/10.1111/j.1445-5994.1986.tb01178.x.

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19

Jones, Mari Riess, and Marilyn Boltz. "Dynamic attending and responses to time." Psychological Review 96, no. 3 (1989): 459–91. http://dx.doi.org/10.1037/0033-295x.96.3.459.

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20

Lybbert, Travis J., and Christopher B. Barrett. "Risk Responses to Dynamic Asset Thresholds." Review of Agricultural Economics 29, no. 3 (2007): 412–18. http://dx.doi.org/10.1111/j.1467-9353.2007.00354.x.

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21

Van den Berghe, Greet. "Dynamic neuroendocrine responses to critical illness." Frontiers in Neuroendocrinology 23, no. 4 (2002): 370–91. http://dx.doi.org/10.1016/s0091-3022(02)00006-7.

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22

Germain, Ronald N. "Imaging dynamic interactions in immune responses." Seminars in Immunology 17, no. 6 (2005): 385–86. http://dx.doi.org/10.1016/j.smim.2005.10.001.

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23

SMUCKER, A. J. M., and R. M. AIKEN. "DYNAMIC ROOT RESPONSES TO WATER DEFICITS." Soil Science 154, no. 4 (1992): 281–89. http://dx.doi.org/10.1097/00010694-199210000-00004.

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24

Chen, C. C., S. J. Kiebel, and K. J. Friston. "Dynamic causal modelling of induced responses." NeuroImage 41, no. 4 (2008): 1293–312. http://dx.doi.org/10.1016/j.neuroimage.2008.03.026.

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25

Schultz, Benjamin G., Rachel M. Brown, and Sonja A. Kotz. "Dynamic acoustic salience evokes motor responses." Cortex 134 (January 2021): 320–32. http://dx.doi.org/10.1016/j.cortex.2020.10.019.

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26

Lu, Xiaobing, Xuhui Zhang, and Shuyun Wang. "Editorial: Dynamic Responses of Bucket Foundations." Open Ocean Engineering Journal 3, no. 2 (2010): 18–19. http://dx.doi.org/10.2174/1874835x01003020018.

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27

Menzinger, M., V. Yakhnin, A. Jaree, P. L. Silveston, and R. R. Hudgins. "Dynamic responses of packed bed reactors." Chemical Engineering Science 59, no. 19 (2004): 4011–22. http://dx.doi.org/10.1016/j.ces.2004.05.031.

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28

Rasmussen, Morten, Juleen R. Zierath, and Romain Barrès. "Dynamic epigenetic responses to muscle contraction." Drug Discovery Today 19, no. 7 (2014): 1010–14. http://dx.doi.org/10.1016/j.drudis.2014.03.003.

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29

Spiga, Francesca, Eder Zavala, Jamie J. Walker, Zidong Zhao, John R. Terry, and Stafford L. Lightman. "Dynamic responses of the adrenal steroidogenic regulatory network." Proceedings of the National Academy of Sciences 114, no. 31 (2017): E6466—E6474. http://dx.doi.org/10.1073/pnas.1703779114.

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The hypothalamic–pituitary–adrenal axis is a dynamic system regulating glucocorticoid hormone synthesis in the adrenal glands. Many key factors within the adrenal steroidogenic pathway have been identified and studied, but little is known about how these factors function collectively as a dynamic network of interacting components. To investigate this, we developed a mathematical model of the adrenal steroidogenic regulatory network that accounts for key regulatory processes occurring at different timescales. We used our model to predict the time evolution of steroidogenesis in response to phys

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30

Liu, Q., J. Zhang, L. Gu, and L. Yan. "An Accurate Method for First and Second Derivatives of Dynamic Responses." Journal of Mechanics 27, no. 3 (2011): 389–98. http://dx.doi.org/10.1017/jmech.2011.41.

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ABSTRACTThis paper has developed an accurate method for calculating the first and second derivatives of dynamic responses with respect to the design variables of structures subjected to dynamic loads. An efficient algorithm to calculate the dynamic responses, their first and second derivatives with respect to the design variables is formulated based on the Newmark-β method. The algorithm is achieved by direct differentiation and only a single dynamics analysis is required. An example is demonstrated with the new method proposed in this paper and the analytical method. The comparative numerical

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31

QI, Shengwen. "General regularity of dynamic responses of slopes under dynamic input." Science in China Series E 46, no. 7 (2004): 120. http://dx.doi.org/10.1360/03ez0006.

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32

Yang, Yanxia, Xu Luo, Chaohua Dai, Weirong Chen, Zhixiang Liu, and Qi Li. "Dynamic modeling and dynamic responses of grid-connected fuel cell." International Journal of Hydrogen Energy 39, no. 26 (2014): 14296–305. http://dx.doi.org/10.1016/j.ijhydene.2014.05.026.

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33

Cao, Yang, Wang Ping, Wei Hua Zhao, and Cai You Zhao. "The Influences on Turnout Dynamic Responses due to its Irregularities." Applied Mechanics and Materials 105-107 (September 2011): 1181–86. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1181.

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A vehicle model and a movable-point simple turnout model were established, and the influences on dynamic responses caused by turnout irregularities when train passes through No.18 turnout was analyzed by using the turnout dynamics simulation software based on finite element method. It shows that turnout dynamic responses are influenced by the combined effects of various types of irregularities, which produce bigger dynamic response than single irregularity. In the turnout devise and use, the distance between slide plate and switch rail or nose rail should be as close as possible, the position

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34

Jin, Yu, Liu Yong, and Yang Weidong. "Dynamics research on actively controlled swashplateless rotor." Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering 233, no. 12 (2019): 4492–508. http://dx.doi.org/10.1177/0954410018824474.

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This study presents the design, dynamic model, and dynamics research of a new cyclic pitch control strategy in motor-driven rotorcraft. In this strategy, the control response and flapping feature of conventional rotor systems can be obtained by imposing (1) a lag-pitch coupling on rotor blade and (2) an additional sinusoidal rotational speed of rotor shaft without any actuators or swashplate. This study establishes a refined nonlinear dynamic model including the effects of pitch motion, and figures out the fundamental dynamic characteristics of this novel configuration. Analyses of its mechani

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35

Kaewunruen, Sakdirat, Chayut Ngamkhanong, and Xin Liu. "Spectro-Temporal Responses of Curved Railway Tracks with Variable Radii of Arc Curves." International Journal of Structural Stability and Dynamics 19, no. 04 (2019): 1950044. http://dx.doi.org/10.1142/s0219455419500445.

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On curved railway tracks, wheel/rail interface can usually cause a traveling source of sound and vibration, which constitutes high-pitch or tonal noise pollution causing considerable concern to rail asset owners, commuters and people living or working along the railway corridor. The sound and vibration can be in various forms and spectra. The undesirable tonal sound on curves caused by excessive lateral wheel/rail dynamics in resonance with falling friction states are often called ‘squeal noises’. This paper evaluates the transient effect of curve radii on the possible occurrence of lateral tr

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36

Ye, Wei, Xiao Zhen Li, Hong Duan, Chun Sheng Shan, and Xiao Han Liu. "Analytical Solution for Vertical Dynamic Response of Railway Simply Supported Beam Bridge under Bidirectional Moving Loads." Advanced Materials Research 594-597 (November 2012): 1552–56. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.1552.

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In this thesis, the dynamic responses of simply supported beam bridge in a double-line railway under bidirectional moving loads are mainly studied. To study the characteristics of Euler- Bernoulli beam, a train is simplified as a series of concentrated forces with fixed wheelbase.Structural dynamics is used to deduce the analytical expressions of vertical vibration of simply supported beam under bidirectional moving loads. By simulation software MATLAB, the numerical result of the dynamic responses of simply supported beam bridge could be obtained. Then the 48 meters simply supported beam brid

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37

Bai, Zhengfeng, and Tianxi LIU. "A Study on Clearance Effects on Dynamic Responses of Robot Manipulator." Mechanics 27, no. 2 (2021): 130–38. http://dx.doi.org/10.5755/j02.mech.26580.

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Clearances caused by assemblage, manufacturing errors and wear, affect inevitably the dynamic responses of mechanisms such as robot manipulator. In this study, the effects of clearance on a robot manipulator system are investigated numerically. The contact behavior along normal and tangential direction of clearance joint is described by a nonlinear contact force model and a modified Coulomb friction model respectively. Then, the dynamics equations of the robot manipulator system are established considering joint clearance. In order to investigate the effects of clearance on dynamic performance

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38

Gholizadeh, Majid, Iman Aghayan, and Farhad Hadadi. "Modeling Dynamic Frequency Response on Slab Track of Shinkansen Railway Based on Finite Element Method." Advances in Civil Engineering 2022 (February 14, 2022): 1–18. http://dx.doi.org/10.1155/2022/9574243.

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The use of slab tracks in lieu of ballast tracks has introduced new dimensions in track dynamics in high-speed railways. To improve the performance of slab tracks under dynamic frequency responses caused by loads on the Shinkansen railway, the present study aimed to investigate the effect of mechanical properties of track components, including the elasticity modulus and thickness on the resonance frequency of the vertical dynamic responses using the finite element method. Such responses included receptance and decay rate in the asphalt bearing layer (ABL), hydraulically bonded layer (HBL), and

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39

Li, Zhen Xia, and Yuan Zhao Chen. "Dynamic Analysis of Bridge-Approach Embankment Transition Segment." Applied Mechanics and Materials 238 (November 2012): 719–22. http://dx.doi.org/10.4028/www.scientific.net/amm.238.719.

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Dynamic responses of coupled system were analyzed when the speed of train was 350km/h and the transition was filled with graded broken stones mixed 5% cement. Results indicate that setting form of bridge-approach embankment section has little effect on dynamic responses, thus designers can choose it on account of practical circumstances. Based on the study from vehicle-track dynamics, we suggest that the coefficient of subgrade reaction (K30) should be greater than 190MPa within 0-5m zone behind abutment and be greater than 150MPa in other zones.

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40

Qin, W. J., and J. Q. He. "Optimum Design of Local Cam Profile of a Valve Train." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 224, no. 11 (2010): 2487–92. http://dx.doi.org/10.1243/09544062jmes2116.

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In this paper, optimization of the local cam profile of a valve train modelled by a parameterized Bezier curve is described. Dynamic responses of the valve train are simulated through its multi-body system dynamics model built using ADAMS software. The kriging method is used to build the surrogate model, which presents the relationship between dynamic responses resulting from the multi-body system dynamics simulation and the parameters of the local Bezier profile. The local cam profile is optimized through a generic algorithm, such that the acceleration peak at the valve open phase is reduced

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41

Lin, Yu Sen, Li Hua Xin, and Min Xiang. "Parameters Analysis of Train Running Performance on High-Speed Bridge during Earthquake." Advanced Materials Research 163-167 (December 2010): 4457–63. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.4457.

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A model of coupled vehicle-bridge system excited by earthquake and irregular track is established for studying train running performance on high-speed bridge during earthquake, by the methods of bridge structure dynamics and vehicle dynamics. The results indicate that under Qian’an earthquake waves vehicle dynamical responses hardly vary with the increasing-height pier, but vehicle dynamical responses increase evidently while the height of pier is 18m, which the natural vibration frequency is approaching to dominant frequency of earthquake waves. Dynamic responses are linearly increasing with

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42

Lu, Hua, Bo Huang, Hua Shuai Zhao, Meng Meng, and Ming Liang. "Dynamic Responses of Red Sandstone with Fluid-Solid Coupling under Impact Loading." Advanced Materials Research 724-725 (August 2013): 1500–1505. http://dx.doi.org/10.4028/www.scientific.net/amr.724-725.1500.

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The research object presented in this paper is coupling effect of porous red sandstone which is more frequently encountered. And this paper use the test system of Split Hopkinson Pressure Bar (SHPB) to survey the impact test action of different porosity red sandstone in different coupling medium in order to obtained the dynamic waveform of fluid-solid coupling red sandstone under impact loading using theoretical analysis and laboratory data. The paper analyzes the impact of porosity, coupling medium on the dynamics characteristics of red sandstone. Based on the experiment study of different co

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43

Meyer, Christian, Srikanth Padmala, and Luiz Pessoa. "Dynamic Threat Processing." Journal of Cognitive Neuroscience 31, no. 4 (2019): 522–42. http://dx.doi.org/10.1162/jocn_a_01363.

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During real-life situations, multiple factors interact dynamically to determine threat level. In the current fMRI study involving healthy adult human volunteers, we investigated interactions between proximity, direction (approach vs. retreat), and speed during a dynamic threat-of-shock paradigm. As a measure of threat-evoked physiological arousal, skin conductance responses were recorded during fMRI scanning. Some brain regions tracked individual threat-related factors, and others were also sensitive to combinations of these variables. In particular, signals in the anterior insula tracked the

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44

Wang, Lei, Xiaojun Wang, and Xiao Li. "Inverse system method for dynamic loads identification via noisy measured dynamic responses." Engineering Computations 33, no. 4 (2016): 1070–94. http://dx.doi.org/10.1108/ec-04-2015-0103.

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Purpose – The purpose of this paper is to focus on the influences of the uncertain dynamic responses on the reconstruction of loads. Design/methodology/approach – Based on the assumption of unknown-but-bounded (UBB) noise, a time-domain approach to estimate the uncertain time-dependent external loads is presented by combining the inverse system method in modern control theory and interval analysis in interval mathematics. Inspired by the concept of set membership identification in control theory, an interval analysis model of external loads time history, which is indeed a region or feasible se

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45

Nakayama, Yasuya, Kiyoyasu Kataoka, and Toshihisa Kajiwara. "Dynamic Shear Responses of Polymer-polymer Interfaces." Nihon Reoroji Gakkaishi 40, no. 5 (2013): 245–52. http://dx.doi.org/10.1678/rheology.40.245.

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46

Pascoe, PL, HE Parry, and AJS Hawkins. "Dynamic filter-feeding responses in fouling organisms." Aquatic Biology 1 (December 28, 2007): 177–85. http://dx.doi.org/10.3354/ab00022.

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47

Antonyova, Anna, Peter Antony, and Endra Joelianto. "Modeling of Dynamic Responses in Building Insulation." Journal of Engineering and Technological Sciences 47, no. 5 (2015): 536–48. http://dx.doi.org/10.5614/j.eng.technol.sci.2015.47.5.6.

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In this research a measurement systemwas developedfor monitoring humidity and temperature in the cavity between the wall and the insulating material in the building envelope. This new technology does not disturb the insulating material during testing. The measurement system can also be applied to insulation fixed ten or twenty years earlier and sufficiently reveals the quality of the insulation. A mathematical model is proposed to characterize the dynamic responses in the cavity between the wall and the building insulation as influenced by weather conditions.These dynamic responses are manifes

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48

Antonyová, Anna, Peter Antony, and Endra Joelianto. "Modeling of Dynamic Responses in Building Insulation." Journal of Engineering and Technological Sciences 47, no. 5 (2015): 536–48. http://dx.doi.org/10.5614/j.eng.technol.sci.2016.47.5.6.

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49

Bull, James C., and Michael B. Bonsall. "Overcompensatory population dynamic responses to environmental stochasticity." Journal of Animal Ecology 77, no. 6 (2008): 1296–305. http://dx.doi.org/10.1111/j.1365-2656.2008.01449.x.

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50

Ting, John M. "Full‐Scale Cyclic Dynamic Lateral Pile Responses." Journal of Geotechnical Engineering 113, no. 1 (1987): 30–45. http://dx.doi.org/10.1061/(asce)0733-9410(1987)113:1(30).

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