Study of marine hydraulic structures under seismic effects

Author:

Aslanov Latif F.1,Aslanli Ulvi L.1

Affiliation:

1. Azerbaijan University of Architecture and Construction

Abstract

Abstract A new era of development in the oil and gas sector of Azerbaijan, started from the moment of signing a contract with the world's leading oil companies, predetermines the intensive design and construction of new and modernization of existing oilfield facilities. The development of new oil and gas fields at great depths (Н≥500m) is largely associated with the construction of flexible hydraulic structures, one of the main features of which is their affiliation with flexible structures, which determines the need for dynamic calculations when designing for the joint effects of seismic, taking into account the load from waves, wind, currents. On the other hand, it is known that the Caspian region is a seismically active zone, which confirms the latest seismic disturbances with the epicenter in the Caspian Sea. This puts more stringent and high requirements for the calculation of seismic resistance and seismic resistance of such important, and one might say, strategic objects as offshore fixed platforms. Thus, it is possible to determine the seismic stresses for a given movement for each block support, taking into account the physical and mechanical properties of the soil and the depth of the foundation. During the study, earthquakes that occurred in the region were analyzed and their accelerograms were used as input data. The applied analytical methods in solving boundary value problems and the numerical implementation of analytical solutions give accurate results. On the basis of the conducted research and in-depth analysis of the data, the following were determined: the influence of the deck load on seismic stability; the internal forces of multi-tiered structures with various elements of diaphragms were calculated; calculation models of platforms were selected, both for the drilling phase and for the production phase; the dynamic characteristics of deep-water platforms in the vertical direction were modeled; seismic load distributions in elements of offshore platforms are calculated; computer programs have been developed for calculating the support block.

Publisher

Research Square Platform LLC

Reference50 articles.

1. Aslanov, L.F. (2022). Optimization of the Calculation of the Piles of Fixed Offshore Platforms. In: El-Askary, H., Erguler, Z.A., Karakus, M., Chaminé, H.I. (eds) Research Developments in Geotechnics, Geo-Informatics and Remote Sensing. CAJG 2019. Advances in Science, Technology & Innovation. Springer, Cham. https://doi.org/10.1007/978-3-030-72896-0_32.

2. “Reflected wafes from bored or CFA piles of large section in the offshore soils”;Aslanov LF;Neft. khozyaystvo,2016

3. Wave interaction of offshore structure and shelf soil through large section piles with a ‘hard core’ on the half-space model”;Aslanov LF;Neft. khozyaystvo,2015

4. Vibrations of the large section bored piles with a ‘hard core’ under the vertical disturbing force;Aslanov LF;Constr. oil gas wells L. sea,2014

5. Interaction between large cross-sections bored piles with ‘hard core’ under dynamic loads and shelf soils;Aslanov LF;Sci. Bull. Natl. Min. Univ.,2015

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