Vertical dynamic impedance of suction caissons
نویسندگان
چکیده
منابع مشابه
Evaluation of Influencing Factors on the Pull-out Behavior of Suction Caissons
Suction caisson is a type of floor foundation for the offshore structures that is also called suction pile, bucket foundation, suction anchor, or sometimes ridge foundation depending on its application. In two past decades, this type of foundation has been widely used around the world as the fixed offshore foundation, anchor of the floating platforms, as well as the foundation of other marine s...
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This paper reports results from an investigation into the suction caissons failure mechanisms under vertical pull-out loads. An insight to the failure mechanisms of suction caissons paves the path for developing analytical solutions to their pull-out capacity. The numerical models of suction caissons have first been calibrated by and verified against several experimental data from other researc...
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A self-evolving neural network is developed using a combination of PSO and JPSO algorithms to predict the pull-out capacity of suction caissons in clay. The algorithm is proposed with the aim of reducing the network complexity without compromising accuracy. A database consisting of experiments performed on suction caissons is used to construct and validate the network model. The performance com...
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در این پایان نامه رنگ آمیزی دینامیکی یک گراف را بیان و مطالعه می کنیم. یک –kرنگ آمیزی سره ی رأسی گراف g را رنگ آمیزی دینامیکی می نامند اگر در همسایه های هر رأس v?v(g) با درجه ی حداقل 2، حداقل 2 رنگ متفاوت ظاهر شوند. کوچکترین عدد صحیح k، به طوری که g دارای –kرنگ آمیزی دینامیکی باشد را عدد رنگی دینامیکی g می نامند و آنرا با نماد ?_2 (g) نمایش می دهند. مونت گمری حدس زده است که تمام گراف های منتظم ...
15 صفحه اولCharacteristics of Wave Reflection for Vertical and Slit Caissons with Porous Structures
Offshore structures are occasionally located at a relatively deep water region, the outside of breakwater. In this case, these structures may be damaged by the supposition of incident and reflected waves from a vertical breakwater. To prevent the damage, the reflected waves are controlled by installing porous structures at the face of the vertical breakwater. In this study, numerical experiment...
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ژورنال
عنوان ژورنال: Soils and Foundations
سال: 2019
ISSN: 0038-0806
DOI: 10.1016/j.sandf.2018.09.013