Main Title |
Stochastic Model for the Response of Permanent Offshore Structures Subject to Soil Restraints and Wave Forces. |
Author |
Edge, Billy L. ;
Mayer., Paul G. ;
|
CORP Author |
Georgia Inst. of Tech., Atlanta. Water Resources Center. |
Year Published |
1969 |
Report Number |
WRC-0269; W69-08008; |
Stock Number |
PB-232 178 |
Additional Subjects |
Offshore structures ;
Dynamic response ;
Mathematical models ;
Dynamic structural analysis ;
Underwater foundations ;
Soil mechanics ;
Ocean waves ;
Seismic waves ;
Harmonic analysis ;
Loads(Forces) ;
Offshore drilling ;
Stabilized platforms ;
ALGOL ;
B5500 computers
|
Holdings |
Library |
Call Number |
Additional Info |
Location |
Last Modified |
Checkout Status |
NTIS |
PB-232 178 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
Collation |
219p |
Abstract |
A mathematical model is developed to determine the response of permanent offshore structures which are embedded in the ocean floor and which are subject to harmonic or random waves. The usual assumption of a rigid foundation is not made, but the resistance of the soil to structural movements is included in the model. The type of structures for which this model is applicable are, in general, space-frames. This type of structure has been used in offshore petroleum installations. However, it is noted that the model is equally valid for a space-frame on land subject to dynamic forces or seismic disturbances. |
Highlights Notes |
Mathematical model of the dynamic response of space frames to dynamic forces or seismic disturbances. |
PUB Date Free Form |
Apr 69 |
Category Codes |
13M; 13J; 47F#; 50B# |
NTIS Prices |
PC A10/MF A01 |
Document Type |
NT |
Cataloging Source |
NTIS/MT |
Control Number |
326590675 |
Origin |
NTIS |
Type |
CAT |