Примеры использования Collision locations на Английском языке и их переводы на Русский язык
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Figure 3: Example vertical collision locations.
Identify collision locations and associated weighting factors.
There are usually at least three typical collision locations.
The relevant typical collision locations i=1 through n shall be determined.
Figure 1 depicts the general case where there are'n'typical collision locations.
The combination of collision locations in the example shown here yields 3 x 3 9 collision locations.
See also Figure 3,which shows these characteristic vertical collision locations.
The weighting factors for the various vertical collision locations are equal to the ratio between the partial areas and the total area as shown in Figure 1.
However the classification society may require additional collision locations.
When the recognised classification society requires additional collision locations, the weighting factor shall be determined analogous to the procedure for tank vessels type C and N.
Longitudinal collision location Usually there are at least three typical longitudinal collision locations.
Determine the relevant, typical collision locations i=1 through n.
Depending on the vessel design, the recognised classification society may require additional collision locations.
The weighting factors for the various vertical collision locations are in each case defined by the ratio between the partial area for the corresponding collision case and the total area of the rectangle shown in the Figure in 9.3.4.3.1.2.2.1.1.
For a tank vessel type G at least the following three typical collision locations shall be considered.
Depending on the vessel's structural arrangement, the classification society may require additional collision locations.
The recognised classification society may require additional collision locations at other heights.
Multiply the tank fracture probabilities for each collision location, by the weighting factors wfloc(i)(Figure 1 column J)related to the collision locations.
In the example in the figure in 9.3.4.3.1.2.2.1.1 three vertical collision locations are defined, depicted by three areas.
Calculate the energy absorbing capacity for each collision location.
Add all weighted probabilities Pw()%(Figure 1 column H) for each collision location considered.
The deformation energy, absorbed by the struck vessel,depends on the collision location.
Determine, for each typical collision location, a weighting factor, which reflects the relative probability that such a typical location will be struck.
For each typical collision location a weighting factor which indicates the relative probability that such a typical collision location will be struck shall be determined.
The weighting factor for each collision location is the product of the factor for the vertical collision location by the factor for the longitudinal collision location.
The weighting factor for each longitudinal collision location is the ratio between the"calculational span length" and the tank length.
The weighting factor for each longitudinal collision location is the ratio between the"calculational span length" and the length of the hold space.
The weighting factor for the vertical collision location has the value 1.0,if only one collision location is assumed.
The total probabilities of cargo tank rupture Ploc(i)(table in 9.3.4.3.1, column I) resulting from 9.3.4.3.1.6(step 6) shall be calculated as the sum of all weighted cargo tank rupture probabilities Pwx%(table in 9.3.4.3.1,column H) for each collision location considered.
For both collision scenarios the weighted total probabilities of cargo tank rupture Pwloc(i) shall, in each case,be calculated by multiplying the total tank probabilities of cargo tank rupture Ploc(i) for each collision location, by the weighting factors wfloc(i) corresponding to the respective collision location see 9.3.4.3.1.3(step 3) and table in 9.3.4.3.1, column J.