Results 261 to 270 of about 64,286 (293)
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Design, Construction, Rehabilitation, and Maintenance of Bridges, 2011
The problems such as difficult to obtain the training sample, slow to convergence for learn algorithm is encountered in damage identification using BP neural network. To solve the above problem, finite element model updating technique and Levenberg-marquardt algorithm are adopted.
Yuan Aimin +3 more
openaire +1 more source
The problems such as difficult to obtain the training sample, slow to convergence for learn algorithm is encountered in damage identification using BP neural network. To solve the above problem, finite element model updating technique and Levenberg-marquardt algorithm are adopted.
Yuan Aimin +3 more
openaire +1 more source
Applied Mechanics and Materials, 2012
In order to solve the problem that it need too large number of sensors and data of undamaged structure, the method of damage detection employ difference of deflection influence line under symmetrically load is proposed. theoretical derivation and finite element simulation shows that the curvature of the influence line is less than zero when the moving ...
Yunshuai Liu, Xiaoqin Wang, Feng Xi Zhou
openaire +1 more source
In order to solve the problem that it need too large number of sensors and data of undamaged structure, the method of damage detection employ difference of deflection influence line under symmetrically load is proposed. theoretical derivation and finite element simulation shows that the curvature of the influence line is less than zero when the moving ...
Yunshuai Liu, Xiaoqin Wang, Feng Xi Zhou
openaire +1 more source
Journal of Intelligent Material Systems and Structures, 2012
Accurate structural damage localization in engineering is still a challenge due to high noise and low accuracy of the structural finite element model. With the most basic type of construction, the simply supported beam is the most widely used type of structures in short and medium span bridges.
Yonghui An, Jinping Ou
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Accurate structural damage localization in engineering is still a challenge due to high noise and low accuracy of the structural finite element model. With the most basic type of construction, the simply supported beam is the most widely used type of structures in short and medium span bridges.
Yonghui An, Jinping Ou
openaire +1 more source
Measurement, 2012
Abstract The objective of the study was to propose an effective, simple and reliable technique to determine the location of triple-crack damage in a simply-supported reinforced concrete beam using the method of mode shape regression. The study required simply supported finite element reinforced concrete beam models to be constructed with one as ...
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Abstract The objective of the study was to propose an effective, simple and reliable technique to determine the location of triple-crack damage in a simply-supported reinforced concrete beam using the method of mode shape regression. The study required simply supported finite element reinforced concrete beam models to be constructed with one as ...
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Study on Damage Identification of Simply Supported Wooden Beam Based on Modal Parameters
10th International Symposium on Project Management (ISPM2022), 2022Xiancai Ren, Zhaobo Meng, Xin Wang
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Damage identification of simply support beam based on strain energy information entropy
2021C.S. Xiang, L.Y. Li, C. Dang, Y. Zhou
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Civil Engineering and Architectural Research, 2023
Wang Yi-lin, Wang Yu, Wen Jia-qi
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Wang Yi-lin, Wang Yu, Wen Jia-qi
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Model updating analyses and damage identification on a simply supported beam
Procedings of The XXXVIII Iberian Latin American Congress on Computational Methods in Engineering, 2017M. L. M. de Souza +2 more
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