Academic literature on the topic 'Wave motion characteristics'

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Journal articles on the topic "Wave motion characteristics"

1

Pan, Wenbo, Meng He, and Cheng Cui. "Experimental Study on Hydrodynamic Characteristics of a Submerged Floating Tunnel under Freak Waves (I: Time-Domain Study)." Journal of Marine Science and Engineering 11, no. 5 (2023): 977. http://dx.doi.org/10.3390/jmse11050977.

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The dynamic response characteristics of a two-dimensional submerged floating tunnel (SFT) under random and freak waves were investigated in the present study. The results demonstrate that (1) the dynamic responses of the SFT under the freak wave are significantly larger than those under the largest wave in the wave train excluding the freak wave, particularly for the motion response. The maximum values of the motion responses induced by the freak wave were several times larger than those induced by the largest wave in the wave train excluding the freak wave, far exceeding the proportion of the
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2

Sanders, Ross H., Jane M. Cappaert, and David L. Pease. "Wave Characteristics of Olympic Breaststroke Swimmers." Journal of Applied Biomechanics 14, no. 1 (1998): 40–51. http://dx.doi.org/10.1123/jab.14.1.40.

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The purpose of this study was to investigate the wave characteristics of breaststroke swimming. Particular emphasis was accorded the question of whether modern breast-stroke is "flylike" (referring to the butterfly stroke) and whether "waves" travel along the body during the breaststroke cycle. Selected body landmarks and the center of mass (CM) of 8 Olympic breaststroke swimmers were quantified. Fourier analysis was conducted to determine the amplitude, frequency composition, and phase characteristics of the vertical undulations of the vertex of the head, shoulders, hips, knees, and ankles. T
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3

Chen, Long Wei, Wei Ming Wang, and Rui Sun. "Correlation of Site Characteristic Period with Predominant Period of Ground Acceleration by a Simplified Model." Applied Mechanics and Materials 238 (November 2012): 864–67. http://dx.doi.org/10.4028/www.scientific.net/amm.238.864.

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Site characteristic period is an important index in seismic zonantion and seismic resistance design. The characteristics of the ground motions are conceptually related with site characteristics. A simplified single-layer model is used for simulating horizontal strata under seismic loading to calibrate the correlation of site characteristic period with the predominant period of ground motion. The analytical results show that the inputted motions were amplified considerably by the site typically for the period components which were close to the site characteristic periods; with the shear wave ve
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4

Li, Chun Liu, and Yun Peng Zhao. "Motion Characteristics of Composite-Type Sea Cage under Pure Wave." Advanced Materials Research 490-495 (March 2012): 3405–9. http://dx.doi.org/10.4028/www.scientific.net/amr.490-495.3405.

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To study motion range changes with wave condition and motion relationship between cages, physical model experiments were carried out. The authors designed 2 models of composite-type sea cages. Experimental data obtained by the CCD data acquisition system. The experiment results showed that 1.in the same period, horizontal motion range,vertical motion range and inclination changes of float collar increase with wave height; 2.In the same wave height, horizontal motion range of the float collar increases with period; 3.The laws between vertical motion and period are not obvious 4.The laws between
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5

Lian, Jijian, Junni Jiang, Xiaofeng Dong, Haijun Wang, Huan Zhou, and Pengwen Wang. "Coupled Motion Characteristics of Offshore Wind Turbines during the Integrated Transportation Process." Energies 12, no. 10 (2019): 2023. http://dx.doi.org/10.3390/en12102023.

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The offshore wind turbine (OWT) supported by bucket foundations can be installed in the integrated transportation process by a dedicated vessel. During the integrated transportation process, the wind turbine is considered as a coupling system with the transport ship, which is easily influenced by waves and storms. In view of the motion response and influential factors, the heave and rock stiffness of the entire floating system was proposed, and then the analytical dynamic motion model of the coupling system was established based on the movement mechanism of the traditional floating body in the
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6

Chen, Gong Lian, Wen Zheng Lu, Lei Wang, and Qi Wu. "Study on Far-Field Ground Motion Characteristics." Applied Mechanics and Materials 438-439 (October 2013): 1471–73. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.1471.

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In order to study the far-field ground motion characteristics and the attenuation of seismic waves, the peak ground acceleration (velocity, displacement), time of duration and response spectrum of the seismic waves were analyzed in this paper. Through the investigation of earthquake wave propagation process, the seismic attenuation low was analyzed. This study can provide technical support for the seismic design of long period structures and related engineering application.
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7

Huang, Zhi-Xun. "Negative Velocity Characteristics in Electromagnetism." Physical Science International Journal 27, no. 1 (2023): 25–53. http://dx.doi.org/10.9734/psij/2023/v27i1776.

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Newton mechanics is great, Newton's contribution is indelible. But from Newton's classical mechanics, the definition of velocity (=) must mean that this physical parameter is a vector, so "negative velocity" only means the opposite direction of motion, no other meaning. It is difficult to understand negative velocity within the framework of classical mechanics. However, wave is a special form of material motion, wave mechanics has a unique method and meaning, and its concept and connotation are significantly different from classical mechanics. For example, wave velocity (whether phase velocity
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8

N.M., Khairuddin,, Jaswar Koto, Nur Ain, A.R., Mohd Azhari , J., and Najmie, A. "Experimental Study on Translation Motion Characteristics of Moored Symmetrical Semi-submersible in Regular Waves." Journal of Mechanical Engineering 17, no. 1 (2020): 77–89. http://dx.doi.org/10.24191/jmeche.v17i1.15220.

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This paper proposes to carry out experiment procedures to investigate the translation motion characteristics of symmetrical semi-submersibles in long crest regular waves. The hydrodynamic response of floating structures in waves is required to be modelled correctly to ensure stability and safety. The symmetrical semi-submersible model was constructed based on a scale ratio of 1:81 in this experiment and was installed with horizontal mooring lines in a wave dynamic basin. This paper also discusses the model preparation procedures, including the mooring lines setup, instrument setup and experime
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9

Wang, Y. Z. "Motion and stability of caisson breakwaters under breaking wave impact." Canadian Journal of Civil Engineering 28, no. 6 (2001): 960–68. http://dx.doi.org/10.1139/l01-040.

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The possible motions of caisson breakwaters under dynamic load excitation include vibrating motion, vibrating–sliding motion, and vibrating–rocking motion. Three models are presented in this paper and are used to simulate the histories of vibrating–sliding–rocking motions of caissons under breaking wave impact. The effect of the dynamic characteristics of the caisson–foundation system and the motions on the displacement, rotation, sliding force, and overturning moment of caissons are investigated. It is shown that the sliding force of the caisson is different from the breaking wave force direc
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10

Katafuchi, Masaki, Hideyuki Suzuki, Yuya Higuchi, Hidetaka Houtani, Edgard B. Malta, and Rodolfo T. Gonçalves. "Wave Response of a Monocolumn Platform with a Skirt Using CFD and Experimental Approaches." Journal of Marine Science and Engineering 10, no. 9 (2022): 1276. http://dx.doi.org/10.3390/jmse10091276.

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This paper aims to investigate the nonlinear motion characteristics of a monocolumn type floater with skirts numerically and experimentally. Wave calibration, free decay, and regular wave tests were simulated using a computational fluid dynamics (CFD) code OpenFOAM. The experiments were carried out in a wave tank to validate the CFD results. First, wave calibration tests were performed to investigate wave generation, development, propagation, and absorption in the numerical wave tank. Second, the simulation input parameters were calibrated to reproduce the waves generated in the tank experimen
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