کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
304327 | 512797 | 2013 | 6 صفحه PDF | دانلود رایگان |

A new expression for a lower bound for the fundamental natural frequency of a structure is presented and its relationship with Dunkerley's formula is examined. A related improved estimate for the fundamental frequency is also obtained and applied to obtain an approximate expression for the fundamental frequency of a soil–structure system including a 1-DOF structure, a flat rigid foundation, and an elastic soil. The resulting approximation is then compared with the now standard result first obtained by Jennings and Bielak [6]
► A new expression for a lower bound fundamental natural frequency of a structure is presented.
► Its relationship with Dunkerley's formula is examined.
► A related improved estimate for the fundamental frequency is also obtained.
► An approximate fundamental frequency expression of a 1-DOF SSI system is obtained.
► The approximation is compared with the now standard result first obtained by Jennings and Bielak.
Journal: Soil Dynamics and Earthquake Engineering - Volume 47, April 2013, Pages 32–37