■ رفتار لرزه‌ایِ مخزن‌های فولادی در حالت‌های گوناگون

نام مقاله :
An evaluation of Seismic behavior of circular and square steel tanks in full, half full and empty states
(ارزیابی رفتار لرزه‌ایِ مخزن‌های فولادی با قاعده‌ی دایره‌ای و مربعی در حالت‌های پر، نیمه‌پر و تهی)
پدیدآورندگان : الیار منصوریان ، عبدالرحیم جلالی ، رضا خلیلی ساربان‌قلی
زبان مقاله : انگلیسی
انتشاریافته در : نشریه‌ی «راه و ساختمان» (آذر 1394)
شمار صفحه‌ها : 14
اندازه‌ی فایل : 1.25 مگابایت


چکیده (Abstract) :
On ground cylindrical steel tanks are the important structures that are widely used in oil refineries, wastewater treatment and water supply systems. In fact, when the floor of tank is depended on soil bed or foundation it is called on ground tank. The impact of earthquakes on structures suggest that most of them show non-linear behavior during earthquakes, but due to the complexity of nonlinear analyses, linear analyses are replaced by nonlinear analyses. A steel tank is made of three main components: shell, roof and floor. Tank floor is bed sheet which is depended on a dense bed or is foundation extended. Its roof is made as fixed or movable depending on the type of stored material. In this study, the behavior of steel tanks is investigated. The parameters studied include geometry of tanks and water filling (full, half full and empty). The results of this study indicate that steel tanks in full state bear more stress in comparison to half-full and empty states due to high stresses resulted from fluid static forces to the walls.

کلیدواژه‌ها (Keywords) :
on-ground tank, seismic behavior, steel tanks.