Conclusion
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1.
The use of the results of on-site investigations of an irregular wave load on slopes of structures makes it possible to increase the reliability of designing structures.
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2.
A differentiated consideration of the wave load according to probability in storms represented by corresponding quasi-steady wave systems can substantially reduce the cost of construction and installation works on objects of various classes and technical purposes.
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Literature cited
I. N. Ivashchenko, L. V. Komel'kov, and V. B. Yanchev, “Evaluation of the reliability of wave-protecting slab revetments on embankment slopes,” Gidrotekh. Stroit., No. 9 (1987).
SNiP* 2.06.04.82. Loads and Actions on Hydraulic Structures (Wave, Ice, and from Ships) [in Russian], Stroiizdat, Moscow (1983).
V. S. Shaitan, “Investigation of wind waves on reservoirs,” Tr. VODGEO, Coll. 9 (1962).
V. S. Shaitan, “Methods of determining wave loads on structures,” Gidrotekh. Stroit., No. 2 (1966).
Recommendations on the Design of Reinforced-Concrete and Riprap Revetments on Slopes of Structures and Banks of Inland Water Bodies [in Russian], VODGEO, Moscow (1979).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 24–27, December, 1989.
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Shaitan, V.S., Morozova, D.V. Irregular wave load on slopes of structures. Hydrotechnical Construction 23, 699–703 (1989). https://doi.org/10.1007/BF01440335
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DOI: https://doi.org/10.1007/BF01440335