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Uncertainly in Structural Frequency Computations

عنوان مقاله: Uncertainly in Structural Frequency Computations
شناسه ملی مقاله: CESCM05_112
منتشر شده در پنجمین کنفرانس ملی زلزله و سازه در سال 1393
مشخصات نویسندگان مقاله:

Alireza Tayeri - Graduate student in Azad University of Sirjan
Asghar Vatani Oskouei - Associate Professor in Shaid Rajaee Teacher Training University, Tahran
Seyed Sadegh Naseralavi - Assistant professor in Valy-e-Asr University of Rafsanjan

خلاصه مقاله:
In most structural softwares, the design parameters are defined as deterministic parameters so, the obtained frequencies are deterministic but not reliable. For understanding the output frequency’s accuracy obtained from a software, the probability distribution of frequency is needed which is here the case. In this work, the probability distribution of frequency is derived by Monte Carlo simulation. To reduce the computational time, the natural frequencies are evaluated using two methods: (1) A linear regression model, (2) An efficient algorithm with first and second order approximations. Finally the paper, the efficiency of the proposed methods is discussed through an illustrative example.

کلمات کلیدی:
Monte Carlo, Eigen-vector, Probability distribution function (PDF), Linear regression, Uncertainty analysis

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/283230/