کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
9640279 | 509750 | 2005 | 20 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Structural system identification in time domain using measured acceleration
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موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
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چکیده انگلیسی
This paper presents a system identification scheme in time domain to estimate stiffness and damping parameters of a structure using measured acceleration. An error function is defined as the time integral of the least-squared errors between measured accelerations and calculated accelerations by a numerical model of a structure. To alleviate the ill-posedness of SI problems a regularization technique is employed and a new regularization function for the time-domain SI is proposed. The regularization factor is determined by the geometric mean scheme. The validity of the proposed method is demonstrated by a numerical simulation study on a two-span truss bridge and by an experimental laboratory study on a three-story shear building model.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Sound and Vibration - Volume 288, Issues 1â2, 22 November 2005, Pages 215-234
Journal: Journal of Sound and Vibration - Volume 288, Issues 1â2, 22 November 2005, Pages 215-234
نویسندگان
Joo Sung Kang, Seung-Keun Park, Soobong Shin, Hae Sung Lee,