بررسی رفتار لرزه‌ای مخازن ذخیره‌ی مایع روزمینی بیضوی دوقلو

مهندسی عمران فردوسی

دوره 34، شماره 1 - شماره پیاپی 33، فروردین 1400، صفحه 77-94   

نوع مقاله: مقاله پژوهشی

شناسه دیجیتال (DOI): 10.22067/jfcei.2021.68556.1015

نویسندگان

رضا لطفی¹؛ مسعود محمودآبادی^{* 2}؛ احسان دهقانی³

¹دانشجوی دکتری سازه ، دانشکده فنی و مهندسی، دانشگاه قم، قم، ایران

²استادیار، دانشکده فنی و مهندسی، دانشگاه قم، قم، ایران.

³دانشکده فنی و مهندسی، دانشگاه قم، قم، ایران

چکیده

در این تحقیق، رفتار لرزه­ای مخازن روزمینی بیضوی دوقلو مورد مطالعه قرار گرفته‌است. اساساً مخزن سازه­ای است که برای ذخیره‌ی انواع مایع به‌کار می­رود و در انواع زمینی و هوایی و نیز بتنی و فولادی کاربرد گسترده­ای در تصفیه­خانه­ها و پالایشگاه­ها و کارخانه­ها دارد. در این تحقیق مخازن بیضوی روزمینی یک­قلو و دوقلو در حالت­های مختلف کشیدگی و لاغری مخزن، تحت زلزله­های کیپ و طبس به‌طور هم‌زمان در جهات طولی و عرضی بااستفاده از نرم‌افزار فلوئنت به‌روش حجم محدود، تحت تحلیل دینامیکی قرار گرفته­اند و پارامترهای فشار ماکزیمم ضربه­ای و ارتفاع ماکزیمم موج حالت­های متناظر با هم مقایسه شده­اند. با بررسی نمودارهای به‌دست‌آمده مشخص شد که درصد کاهش پارامترهای فشار ماکزیمم ضربه­ای و ارتفاع ماکزیمم موج به‌واسطه‌ی تقسیم مخزن، در مخازن لاغرتر بیشتر است. هم‌چنین مشخص گردید که درصد کاهش پارامترهای فشار ماکزیمم ضربه­ای و ارتفاع ماکزیمم موج به‌واسطه‌ی تقسیم مخزن، در مخازن کشیده­تر بیشتر می­باشد.

کلیدواژه‌ها

تحلیل لرزه‌ای؛ مخزن بیضوی؛ تقسیم مخزن؛ کاهش تلاطم

سایر فایل های مرتبط با مقاله

5-Lotfi-Rvised.pdf

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