PRESSURE DISTRIBUTION PATTERNS ON THE PINNA AT SPECTRAL PEAK AND NOTCH FREQUENCIES OF HEAD-RELATED TRANSFER FUNCTIONS IN THE MEDIAN PLANE

Author(s):  
H. TAKEMOTO ◽  
P. MOKHTARI ◽  
H. KATO ◽  
R. NISHIMURA ◽  
K. IIDA
Author(s):  
Silvia J. ◽  
Sarmiento Nova ◽  
Jacob Gustafsson ◽  
David Åkergren ◽  
Jaime H. Gonzalez-Libreros ◽  
...  

2012 ◽  
Vol 53 (9) ◽  
pp. 973-980 ◽  
Author(s):  
Magnus Dustler ◽  
Ingvar Andersson ◽  
Håkan Brorson ◽  
Patrik Fröjd ◽  
Sören Mattsson ◽  
...  

Author(s):  
Carl Trygve Stansberg ◽  
Csaba Paˆkozdi

Model test estimation of quadratic transfer functions (QTFs) is investigated for slowly varying wave drift excitation on a large moored ship in shallow water. Cross-bi-spectral analysis in irregular waves is used. A numerical study is run first, with a known, synthetical QTF model characterized by a strong off-diagonal variation, combined with a very lightly damped linear slow-drift dynamical system. The purpose is to check the accuracy of the analysis. For this simple model, a good accuracy is obtained in the estimated QTF. This is because of a refined noise reduction method which works well in this case. The wave frequency range of valid estimates is where the wave spectrum S(f) is higher than 7% of the spectral peak. Without the refinement, the useful range is reduced to where S(f) is higher than 15% of the spectral peak, based on a 3-hour sea state simulation. The method is then applied on experimental surge motion records from 1:50 scaled model tests carried out in an offshore basin, simulating 15m water depth. It is found that the QTF estimation procedure works reasonably well, but the accuracy is lower than that in the numerical study because the refined noise reduction could not be used due to the particular characteristics of the QTF. Therefore a basic version without the refinement had to be used. Still, results appear to be fairly reliable in the reduced wave frequency range with S(f) > 15% of the spectral peak, i.e. from 0.07Hz to 0.10Hz in this case.


2011 ◽  
Vol 255-260 ◽  
pp. 3656-3660 ◽  
Author(s):  
Qi Xiang Yan ◽  
Xi Cheng ◽  
Jun Zheng

Drainage segment lining is a new structure type formed by setting up drainage holes on the conventional segment lining. Based on continuum fluid-solid coupling analysis model of fractured rock mass, the distribution patterns of water pressure behind the lining walls and in surrounding rock are studied under three kinds of water pressure, while the segment lining with double drainage holes at each side of one ring has been applied. The results show that the water pressure behind segment lining wall could be effectively reduced by setting up drainage holes, and the pressure distribution patterns are in horseshoe shape approximately. The reduction effect of water pressure is more and more obvious from the tunnel crown to the elevation where the drainage holes are provided. But the drainage hole leads to uneven distribution of water pressure, causing the increase of local moment. So, more attention should be paid to the drainage segment lining during design.


2012 ◽  
Vol 132 (6) ◽  
pp. 3832-3841 ◽  
Author(s):  
Hironori Takemoto ◽  
Parham Mokhtari ◽  
Hiroaki Kato ◽  
Ryouichi Nishimura ◽  
Kazuhiro Iida

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