2007
DOI: 10.1007/bf03027066
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An experimental study on damage detection of structures using a timber beam

Abstract: Using vibration methods for the damage detection and structural health monitoring in bridge structures is rapidly developing. However, very little work has so far been reported on timber bridges. This paper intends to address such shortcomings by experimental investigation on a timber beam using a vibration based method to detect damage. A promising damage detection algorithm based on modal strain energy was adopted and modified to locate/evaluate damage. A laboratory investigation was conducted on a timber be… Show more

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Cited by 17 publications
(3 citation statements)
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“…Case 2 : The proposed method is used to detect damages for a steel beam in the laboratory with different damage scenarios (the diagram follows the arrow 1 and 3). To convert the damaged properties ( of the beams from measurements into output data of the network, the following equations are applied 21 . where are intact and damaged stiffness.…”
Section: Methodsmentioning
confidence: 99%
“…Case 2 : The proposed method is used to detect damages for a steel beam in the laboratory with different damage scenarios (the diagram follows the arrow 1 and 3). To convert the damaged properties ( of the beams from measurements into output data of the network, the following equations are applied 21 . where are intact and damaged stiffness.…”
Section: Methodsmentioning
confidence: 99%
“…Subsequently, Choi et al [ 12 ] proposed an improved damage detection algorithm to estimate the status of wooden material by comparing the modal strain energy derived from the first two flexural vibration modes. Similarly, the wavelet transform method [ 13 ], the transfer function method [ 14 , 15 ], and the mode shape reconstruction technique [ 16 ] were adopted to find the model shapes of timber, which revealed that the mode shapes before and after damage could be further utilized to identify the damage status and location in timber. However, it is difficult to establish real-time monitoring by using such vibration-based methods since external excitations are required in these methods.…”
Section: Introductionmentioning
confidence: 99%
“…The network building process is conducted without the model updating process (the diagram follows the arrows 2 and 3).Case 2: The proposed method is used to detect damages for a steel beam in the laboratory with different damage scenarios (the diagram follows the arrow 1 and 3). To convert the damaged properties (𝐷) of the beams from measurements into output data of the network, the following equations are applied[15]. 𝐷 = (1 −…”
mentioning
confidence: 99%