مقاله Investigation in to the behavior of buckling and post buckling of the braces in jack case due
مقاله Investigation in to the behavior of buckling and post buckling of the braces in jack case due to punch through of a jack up دارای 8 صفحه می باشد و دارای تنظیمات در microsoft word می باشد و آماده پرینت یا چاپ است
فایل ورد مقاله Investigation in to the behavior of buckling and post buckling of the braces in jack case due to punch through of a jack up کاملا فرمت بندی و تنظیم شده در استاندارد دانشگاه و مراکز دولتی می باشد.
این پروژه توسط مرکز مرکز پروژه های دانشجویی آماده و تنظیم شده است
توجه : در صورت مشاهده بهم ريختگي احتمالي در متون زير ،دليل ان کپي کردن اين مطالب از داخل فایل ورد مي باشد و در فايل اصلي مقاله Investigation in to the behavior of buckling and post buckling of the braces in jack case due to punch through of a jack up،به هيچ وجه بهم ريختگي وجود ندارد
بخشی از متن مقاله Investigation in to the behavior of buckling and post buckling of the braces in jack case due to punch through of a jack up :
سال انتشار: 1391
محل انتشار: نهمین همایش بین المللی سواحل، بنادر و سازه های دریایی
تعداد صفحات: 8
چکیده:
As a very useful and movable tool for drilling operations of oil and gas industry in shallow water, jack-up units have been used widely for several decades. While originally designed foruse in shallow waters, there is growing demand for their use in deeper waters and harsher environments. In general, a jack-up structure consists of a hull and three K-lattice legs resting on spudcan footings. Each leg has three chords. When the structure is towed to site and preloaded tothe desirable penetration, the hull is then jacked up. During the preloading of a three leg unit, ballast water is gradually added to the preload tanks until the weight of the unit simultaneously loads the soil under the spudcans to a level equal to or exceeding anticipated spudcan loads forthe design storm condition. During the preload process, increasing soil loading usually causes the legs to penetrate deeper until the bearing capacity of the soil becomes equal to or greater than the spudcan loads. The preload process is complete when the spudcans have penetrated to a soilstratum with a bearing capacity sufficient to support the fully preloaded weight of the unit without further penetration. One of the main potential problems during preloading is a sudden uncontrolled leg penetration which can apply forces to the unit exceeding those imposed by the design storm.
[ بازدید : 132 ] [ امتیاز : 4 ] [ نظر شما : ]
