{"_buckets": {"deposit": "649ae06c-81d2-465e-929b-6bc3bc68f197"}, "_deposit": {"id": "8737", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "8737"}, "status": "published"}, "_oai": {"id": "oai:kitami-it.repo.nii.ac.jp:00008737"}, "item_7_alternative_title_18": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "\uff08\u30c7\u30a3\u30fc\u30d7\u30e9\u30fc\u30cb\u30f3\u30b0\u3092\u7528\u3044\u305f\u632f\u52d5\u30c7\u30fc\u30bf\u306b\u3088\u308b\u69cb\u9020\u7269\u306e\u72b6\u614b\u8b58\u5225\uff09"}]}, "item_7_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2019-09", "bibliographicIssueDateType": "Issued"}, "bibliographic_titles": [{}]}]}, "item_7_date_granted_63": {"attribute_name": "\u5b66\u4f4d\u6388\u4e0e\u5e74\u6708\u65e5", "attribute_value_mlt": [{"subitem_dategranted": "2019-09-09"}]}, "item_7_degree_grantor_61": {"attribute_name": "\u5b66\u4f4d\u6388\u4e0e\u6a5f\u95a2", "attribute_value_mlt": [{"subitem_degreegrantor": [{"subitem_degreegrantor_name": "\u5317\u898b\u5de5\u696d\u5927\u5b66"}]}]}, "item_7_degree_name_60": {"attribute_name": "\u5b66\u4f4d\u540d", "attribute_value_mlt": [{"subitem_degreename": "\u535a\u58eb\uff08\u5de5\u5b66\uff09"}]}, "item_7_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "The deterioration of the aging infrastructures has become a global problem in recent decades, which threatens the public safety. To solve the above problem, researches on structural health monitoring (SHM) and structural damage detection (SDD) have been carried out all over the world. Researchers have made large amounts of efforts in the development of vibration-based SDD methods based on the theories of dynamics and signal processing. \nIn this thesis, an attempt on SHM has been made on a ballasts concrete railway bridge. By performing a series of vibration experiments, obvious variations on modal parameters have been found. The variations on the modal parameters show difficulties of SHM, which need to be overcome. The difficulties can be summarized as follows: (1) the effects of environmental variation and other uncertainties to the structural dynamic behavior, (2) low efficiency of using the large amounts of monitoring data. \nIn recent years, the rapid development of Deep Learning technology shows obvious advantages in many fields, such as object detection, medical science, and so on. Firstly, it is a pure data-driven method. By using Deep Learning technology, functions can be generated to link the input data to the results automatically, with no need of any domain knowledge. Secondly, large amounts of data can be used efficiently in the process of training a network. \nTherefore, in this thesis, a vibration-based structural state identification method by using 1-D convolutional neural networks (CNNs) has been proposed. The proposed method aims to overcome the difficulties as introduced in the second paragraph by adapting the Deep Learning technology in the civil engineering field to solve the SHM problems. \nBy using the proposed 1-D CNNs, functions linking the raw vibration data and structural states can be established. Those 1-D CNNs are developed to identify tiny local structural changes, and are validated on actual structures. Databases of structural vibration response are established based on a T-shaped steel beam (in lab), a short steel girder bridge (in test field), and a long steel girder bridge (in service) to validate the performance of the proposed 1-D CNN. The complexities of data in above 3 databases increase progressively. The raw acceleration data are not pre-processed and are directly used as training and validation data. The well-trained CNNs almost perfectly identify the locations of the small local structural changes, demonstrating the high sensitivity of the proposed CNN to tiny changes in actual structures. The capacity of determining the boundary between data in different structural states is also shown clearly. \nSubsequently, to explore the mechanism of the proposed 1-D CNN, the convolutional kernels and outputs of the convolutional and max pooling layers are visualized and analyzed. The effectiveness of the CNN is also proved by visualizing the variation of data structure in each layer of the CNN by the T-SNE method. \nFurthermore, to examine the capacity of identify untrained structural changes of the proposed CNN, robustness tests of the CNN models to locations of structural changes and temperature effect are carried out. The results show low capacity of the classification CNN model to identify local structural changes in untrained locations and temperature environment. Fortunately, the robustness to the temperature effect can be easily improved by expanding the training data acquired in diverse temperature conditions. \nFinally, to improve the expression capacity of location and the robustness of the CNN to locations of structural changes, a regression CNN model is proposed with the updated encoding of the label and the output layer of the CNN. Comparing to the classification CNN models, higher robustness is obtained in the regression CNN model. Moreover, a deep network with multi-convolution blocks and multi-task outputs is proposed to further improve the robustness of identifying local structural changes in untrained locations. The results show obvious increase in the accuracies of the network to identify untrained local structural changes. \nOverall, the expected contributions will be two-folds. For academy, the results of the study demonstrate the feasibility and rationality of using Deep Learning technology to solve SHM and SDD problems in civil engineering field. The potential of developing new Deep-Learning-based SHM and SDD schemes are also shown. For the society, the proposed research will boost the development of technology that guarantees human\u2019s daily safety.", "subitem_description_type": "Abstract"}]}, "item_7_dissertation_number_64": {"attribute_name": "\u5b66\u4f4d\u6388\u4e0e\u756a\u53f7", "attribute_value_mlt": [{"subitem_dissertationnumber": "10106\u7532\u7b2c180\u53f7"}]}, "item_7_full_name_3": {"attribute_name": "\u8457\u8005\u5225\u540d", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "90186", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "\u5f35, \u53cb\u5947"}]}]}, "item_7_identifier_registration": {"attribute_name": "ID\u767b\u9332", "attribute_value_mlt": [{"subitem_identifier_reg_text": "10.19000/00008712", "subitem_identifier_reg_type": "JaLC"}]}, "item_7_publisher_32": {"attribute_name": "\u51fa\u7248\u8005", "attribute_value_mlt": [{"subitem_publisher": "\u5317\u898b\u5de5\u696d\u5927\u5b66"}]}, "item_7_select_15": {"attribute_name": "\u8457\u8005\u7248\u30d5\u30e9\u30b0", "attribute_value_mlt": [{"subitem_select_item": "ETD"}]}, "item_7_text_66": {"attribute_name": "\u7814\u7a76\u79d1\u30fb\u5c02\u653b\u540d", "attribute_value_mlt": [{"subitem_text_value": "\u5bd2\u51b7\u5730\u30fb\u74b0\u5883\u30fb\u30a8\u30cd\u30eb\u30ae\u30fc\u5de5\u5b66\u5c02\u653b"}]}, "item_creator": {"attribute_name": "\u8457\u8005", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "ZHANG, YOUQI"}], "nameIdentifiers": [{"nameIdentifier": "90185", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "\u30d5\u30a1\u30a4\u30eb\u60c5\u5831", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2019-09-25"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "\u7532180_ZHANG YOUQI.pdf", "filesize": [{"value": "9.4 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 9400000.0, "url": {"label": "\u7532180_ZHANG YOUQI", "url": "https://kitami-it.repo.nii.ac.jp/record/8737/files/\u7532180_ZHANG YOUQI.pdf"}, "version_id": "810c1f19-7fb1-4843-86ca-eeed82bd3c0b"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_resource_type": {"attribute_name": "\u8cc7\u6e90\u30bf\u30a4\u30d7", "attribute_value_mlt": [{"resourcetype": "thesis", "resourceuri": "http://purl.org/coar/resource_type/c_46ec"}]}, "item_title": "VIBRATION-BASED STRUCTURAL STATE IDENTIFICATION BY USING DEEP LEARNING METHOD", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "VIBRATION-BASED STRUCTURAL STATE IDENTIFICATION BY USING DEEP LEARNING METHOD"}]}, "item_type_id": "7", "owner": "1", "path": ["2/6"], "permalink_uri": "https://doi.org/10.19000/00008712", "pubdate": {"attribute_name": "\u516c\u958b\u65e5", "attribute_value": "2019-09-25"}, "publish_date": "2019-09-25", "publish_status": "0", "recid": "8737", "relation": {}, "relation_version_is_last": true, "title": ["VIBRATION-BASED STRUCTURAL STATE IDENTIFICATION BY USING DEEP LEARNING METHOD"], "weko_shared_id": 3}