Fundamental Vibration Period of SW Buildings
نویسندگان
چکیده
منابع مشابه
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در این پایان نامه روش جدیدی مبتنی بر روش حل معادلات دیفرانسیل پارهای بر اساس روش توابع پایه برای حل مسایل ارتعاش اجباری واستاتیک تیرها و صفحات لایه ای ارایه شده است که می توان تفاوت این روش با روش های متداول توابع پایه را در استفاده از توابع هموار در ارضاء معادلات حاکم و شرایط مرزی دانست. در روش ارایه شده در این پایاننامه از معادله تعادل به عنوان معادله حاکم بر رفتار سیستم استفاده شده است که مو...
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ژورنال
عنوان ژورنال: APCBEE Procedia
سال: 2014
ISSN: 2212-6708
DOI: 10.1016/j.apcbee.2014.01.062