Methods of improving the seismic resistance of berth and port hydrotechnical structures
Main Article Content
Abstract
This study analyzes current and repealed regulatory documents governing the design aspects of port wharf structures in seismically active areas. Recommendations are highlighted for the design concepts of specific components of hydraulic structures of the pile and bulkhead types. Directions for further research in the field of improving the seismic resistance of port wharf structures are outlined.
Article Details
How to Cite
Egupov, K., & Voitiuk, A. (2024). Methods of improving the seismic resistance of berth and port hydrotechnical structures. Herald of the Odessa National Maritime University, (73), 18-27. https://doi.org/10.47049/2226-1893-2024-2-18-27
Section
Hydrotechnical construction
References
1. DBN 1.1-12:2014. «Construction in seismic areas of Ukraine». ‒ K.: Ministry of Regional Development of Ukraine, Ukrakhbudinform, 2014. ‒ 110 p.
2. DBN V.2.4-3-2010 «Hydraulic structures. Substantive provisions». ‒ K.: Ministry of Regional Development of Ukraine, Ukrarchbudinform, 2010. ‒ 36 p.
3. EN 1997-1:2004 Eurocode 7: Geotechnical Design - Part 1: General Rules with technical amendment EN 1997-1:2004/AC:2009, Ministry of Regional Development, Construction, Housing, and Communal Services of Ukraine, 2004 – 192 p.
4. Eurocode 8: Design of Structures for Earthquake Resistance. Part 1: Gene- ral Rules, Seismic Actions, and Rules for Buildings (EN 1998-1:2004, IDT). Ministry of Regional Development, Construction, Housing, and Communal Services of Ukraine, 2004 – 304 pages.
5. RD 31.31.29-82 «Manual for the Design of Mud Cement Foundations for Port Structures». – Odesa: SЕ «CHERNOMORNIIPROEKT», 1983. – 16 p.
6. Yegupov K., & Voityuk A. (2023). Analysis of Seismic Impact on a Quay Wall Structure of the Anchored Sheet Pile Type under Complex Engineering and Geological Conditions. Bulletin of the Odessa National Maritime University, (69), 75-92. https://doi.org/10.47049/2226-1893-2023-2-75-92
7. Chopra A.K. Capacity-Demand-Diagram Methods Based on Inelastic Design Spectrum / A.K. Chopra, R.K. Goel // Earthquake Spectra. – 1999. – Vol. 15. – № 4. – P. 637-656
2. DBN V.2.4-3-2010 «Hydraulic structures. Substantive provisions». ‒ K.: Ministry of Regional Development of Ukraine, Ukrarchbudinform, 2010. ‒ 36 p.
3. EN 1997-1:2004 Eurocode 7: Geotechnical Design - Part 1: General Rules with technical amendment EN 1997-1:2004/AC:2009, Ministry of Regional Development, Construction, Housing, and Communal Services of Ukraine, 2004 – 192 p.
4. Eurocode 8: Design of Structures for Earthquake Resistance. Part 1: Gene- ral Rules, Seismic Actions, and Rules for Buildings (EN 1998-1:2004, IDT). Ministry of Regional Development, Construction, Housing, and Communal Services of Ukraine, 2004 – 304 pages.
5. RD 31.31.29-82 «Manual for the Design of Mud Cement Foundations for Port Structures». – Odesa: SЕ «CHERNOMORNIIPROEKT», 1983. – 16 p.
6. Yegupov K., & Voityuk A. (2023). Analysis of Seismic Impact on a Quay Wall Structure of the Anchored Sheet Pile Type under Complex Engineering and Geological Conditions. Bulletin of the Odessa National Maritime University, (69), 75-92. https://doi.org/10.47049/2226-1893-2023-2-75-92
7. Chopra A.K. Capacity-Demand-Diagram Methods Based on Inelastic Design Spectrum / A.K. Chopra, R.K. Goel // Earthquake Spectra. – 1999. – Vol. 15. – № 4. – P. 637-656