Glossary entry (derived from question below)
английский term or phrase:
OCC wind load
русский translation:
случайная ветровая нагрузка
- The asker opted for community grading. The question was closed on 2018-03-20 16:54:08 based on peer agreement (or, if there were too few peer comments, asker preference.)
Mar 17, 2018 16:06
7 yrs ago
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английский term
OCC wind load
английский => русский
Техника
Техника: Промышленность
Vessels and piping
Приведена таблица нагрузок на штуцеры трубопровода.
Интересует сокращение OCC.
Интересует сокращение OCC.
Proposed translations
(русский)
3 +1 | случайная ветровая нагрузка |
Natalia Tarasova
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4 | occasianal wind load |
Turdimurod Rakhmanov
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3 | случайная ветровая нагрузка |
mk_lab
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Proposed translations
+1
9 мин
Selected
случайная ветровая нагрузка
4 KudoZ points awarded for this answer.
Comment: "Thanks"
11 мин
occasianal wind load
случайных воздействий ветровой нагрузки на
19 мин
случайная ветровая нагрузка
OCC = сокращение от "occasional"
Еще есть такие виды нагрузок на трубопровод, как длительная (Sustained = SUS), рабочая (operating = OPE), нагрузка при гидроиспытаниях HYD и т.д.
http://www.whatispiping.com/load-cases
a. Hydrotesting case: Pipelines are normally hydrotested before actual operation to ensure absence of leakage. Water is used as the testing medium. So during this situation pipe will be subjected to water weight and hydrotest pressure.
Accordingly our first load case in Caesar II will be as mentioned below
1. WW+HP HYD
b. Operating case: When operation starts working fluid will flow through the piping at a temperature and pressure. So accordingly our operating load cases will be as mentioned below:
2. W+T1+P1 OPE for operating temperature case
3. W+T2+P1 OPE for maximum system temperature case
4. W+T3+P1 OPE for minimum system temperature case
c. Sustained Case: Sustained loads will exist throughout the plant operation. Weight and pressure are known as sustained loads. So our sustained load case will be as follows:
5. W+P1 SUS
d. Occasional Cases: Piping may be subjected to occassional wind and seismic forces. So to check stresses in those situations we have to build the
following load cases:
6. W+T1+P1+WIN1 OPE Considering wind from +X direction
7. W+T1+P1+WIN2 OPE Considering wind from -X direction
8. W+T1+P1+WIN3 OPE Considering wind from +Z direction
9. W+T1+P1+WIN4 OPE Considering wind from -Z direction
10. W+T1+P1+U1 OPE Considering seismic from +X direction
11. W+T1+P1-U1 OPE Considering seismic from -X direction
12 W+T1+P1+U2 OPE Considering seismic from +Z direction
13 W+T1+P1-U2 OPE Considering seismic from -Z direction
While stress analysis the above load cases form load case 6 to load case 13 is generated only to check loads at node points.
To find occasional stresses we need to add pure occassional cases with sustained load and then compare with code allowable values. Following sets of load cases are built for that purpose.
14. L6-L2 OCC Pure wind from +X direction
15. L7-L2 OCC Pure wind from -X direction
16. L8-L2 OCC Pure wind from +Z direction
17. L9-L2 OCC Pure wind from -Z direction
Еще есть такие виды нагрузок на трубопровод, как длительная (Sustained = SUS), рабочая (operating = OPE), нагрузка при гидроиспытаниях HYD и т.д.
http://www.whatispiping.com/load-cases
a. Hydrotesting case: Pipelines are normally hydrotested before actual operation to ensure absence of leakage. Water is used as the testing medium. So during this situation pipe will be subjected to water weight and hydrotest pressure.
Accordingly our first load case in Caesar II will be as mentioned below
1. WW+HP HYD
b. Operating case: When operation starts working fluid will flow through the piping at a temperature and pressure. So accordingly our operating load cases will be as mentioned below:
2. W+T1+P1 OPE for operating temperature case
3. W+T2+P1 OPE for maximum system temperature case
4. W+T3+P1 OPE for minimum system temperature case
c. Sustained Case: Sustained loads will exist throughout the plant operation. Weight and pressure are known as sustained loads. So our sustained load case will be as follows:
5. W+P1 SUS
d. Occasional Cases: Piping may be subjected to occassional wind and seismic forces. So to check stresses in those situations we have to build the
following load cases:
6. W+T1+P1+WIN1 OPE Considering wind from +X direction
7. W+T1+P1+WIN2 OPE Considering wind from -X direction
8. W+T1+P1+WIN3 OPE Considering wind from +Z direction
9. W+T1+P1+WIN4 OPE Considering wind from -Z direction
10. W+T1+P1+U1 OPE Considering seismic from +X direction
11. W+T1+P1-U1 OPE Considering seismic from -X direction
12 W+T1+P1+U2 OPE Considering seismic from +Z direction
13 W+T1+P1-U2 OPE Considering seismic from -Z direction
While stress analysis the above load cases form load case 6 to load case 13 is generated only to check loads at node points.
To find occasional stresses we need to add pure occassional cases with sustained load and then compare with code allowable values. Following sets of load cases are built for that purpose.
14. L6-L2 OCC Pure wind from +X direction
15. L7-L2 OCC Pure wind from -X direction
16. L8-L2 OCC Pure wind from +Z direction
17. L9-L2 OCC Pure wind from -Z direction
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