基于短时傅立叶变换的桥墩损伤检测新指标

IF 2.9 4区 工程技术 Q2 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
H. Ahmadi, N. Mahdavi, M. Bayat
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引用次数: 10

摘要

几十年前,随着基于结构振动频率的方法的引入,对结构损伤检测方法的研究开始了,当然,这种方法一直持续到今天。一方面是重要结构的价值,另一方面是无数的维护成本,这使得研究人员总是试图找到更准确的方法来早期诊断结构的损伤。其中,最重要和应用最广泛的损伤检测方法之一是使用时频表示。通过使用时频表示,可以在时域和频域同时处理信号。在本研究中,短时傅里叶变换,一个已知的时频函数,已被用于处理信号和识别系统。此外,还引入了一种新的损伤指标来识别桥梁混凝土桥墩的损伤。该方法计算相对简单。为了对该方法进行评估,利用已建混凝土桥梁的完工细节建立了有限元模型。结果表明,该方法具有较高的损伤识别精度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A new index based on short time fourier transform for damage detection in bridge piers
Research on damage detection methods in structures began a few decades ago with the introduction of methods based on structural vibration frequencies, which, of course, continues to this day. The value of important structures, on the one hand, and the countless maintenance costs on the other hand, have led researchers to always try to identify more accurate methods to diagnose damage to structures in the early stages. Among these, one of the most important and widely used methods in damage detection is the use of time-frequency representations. By using time-frequency representations, it is possible to process signals simultaneously in the time and frequency domains. In this research, the Short-Time Fourier transform, a known time-frequency function, has been used to process signals and identify the system. Besides, a new damage index has been introduced to identify damages in concrete piers of bridges. The proposed method has relatively simple calculations. To evaluate the method, the finite element model of an existing concrete bridge was created using as-built details. Based on the results, the method identifies the damages with high accuracy.
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来源期刊
Computers and Concrete
Computers and Concrete 工程技术-材料科学:表征与测试
CiteScore
8.60
自引率
7.30%
发文量
0
审稿时长
13.5 months
期刊介绍: Computers and Concrete is An International Journal that focuses on the computer applications in be considered suitable for publication in the journal. The journal covers the topics related to computational mechanics of concrete and modeling of concrete structures including plasticity fracture mechanics creep thermo-mechanics dynamic effects reliability and safety concepts automated design procedures stochastic mechanics performance under extreme conditions.
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