دانلود مقاله ISI انگلیسی شماره 151222
ترجمه فارسی عنوان مقاله

یک روش جدید مبتنی بر فرکانس طبیعی برای تشخیص تغییرات ساختاری با استفاده از هوش محاسباتی

عنوان انگلیسی
A novel natural frequency-based technique to detect structural changes using computational intelligence
کد مقاله سال انتشار تعداد صفحات مقاله انگلیسی
151222 2017 6 صفحه PDF
منبع

Publisher : Elsevier - Science Direct (الزویر - ساینس دایرکت)

Journal : Procedia Engineering, Volume 199, 2017, Pages 3314-3319

ترجمه کلمات کلیدی
شناسایی آسیب، دینامیک ساختاری هوش محاسباتی، نظارت بر سلامت سازمانی، نظارت بر ارتعاش،
کلمات کلیدی انگلیسی
Damage detection; Structural dynamic; Computational intelligence; Structural health monitoring; Vibration monitoring;
پیش نمایش مقاله
پیش نمایش مقاله  یک روش جدید مبتنی بر فرکانس طبیعی برای تشخیص تغییرات ساختاری با استفاده از هوش محاسباتی

چکیده انگلیسی

Structural changes are usually associated to damage occurrence, which can be caused by design flaws, constructive problems, unexpected loading, natural events or even natural aging. The structural degrading process affects the dynamic behavior, leading to modifications in modal characteristics. In general, natural frequencies are sensitive indicators of structural integrity and tend to become slightly smaller in the presence of damage. Despite this, it is very difficult to state the relationship between decreasing values of natural frequencies and structural damage, since the dynamic properties are also influenced by uncertainty on experimental data and temperature variation. In order to contribute to improving the quality of natural frequency-based methods used for damage identification, this paper presents a simple and efficient strategy to detect structural changes in a set of experimental tests from a real structure using a computational intelligence method. For a full time monitored structure, the evolution of natural frequencies and temperature are used as input data for a Support Vector Machine (SVM) algorithm. The technique consists on detecting structural changes and when they occur based on the structural dynamic behavior. The results obtained on a historic tower show the capacity of the proposed methodology for damage identification and structural health monitoring.