{"_buckets": {"deposit": "cb0685af-b7d3-4c8e-901a-e616f0e93065"}, "_deposit": {"id": "6816", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6816"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006816"}, "item_10_alternative_title_19": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u8a00\u8a9e\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "Analytical study on strength and ductility of stiffened box-shaped steel members subjected to shear loading"}]}, "item_10_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2002-03", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "666", "bibliographicPageStart": "657", "bibliographicVolumeNumber": "48A", "bibliographic_titles": [{"bibliographic_title": "\u69cb\u9020\u5de5\u5b66\u8ad6\u6587\u96c6"}]}]}, "item_10_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "This paper presents practical methods for predictions of strength and ductility capacity of longitudinally stiffened, thin-walled steel box girders predominantly loaded in shear. Elasto-plastic large deformation analyses are performed to study shear behavior of such girders subjected to monotonic or cyclic loading. A modified two-surface model is employed to trace the material nonlinearity. Geometrical and material imperfections are taken into account. An extensive parametric study is carried out to investigate the effects of main structural parameters on the shear strength and ductility capacity. From these investigations, the application of available shear strength prediction methods, originally developed for plate girders, to box girders is verified. Considering key structural parameters, a simple formula is proposed for determining the ductility capacity.", "subitem_description_type": "Abstract"}]}, "item_10_identifier_60": {"attribute_name": "URI", "attribute_value_mlt": [{"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/2237/8479"}]}, "item_10_publisher_32": {"attribute_name": "\u51fa\u7248\u8005", "attribute_value_mlt": [{"subitem_publisher": "\u571f\u6728\u5b66\u4f1a"}]}, "item_10_rights_12": {"attribute_name": "\u6a29\u5229", "attribute_value_mlt": [{"subitem_rights": "\u571f\u6728\u5b66\u4f1a (\u8a31\u8afe\u3000\u571f\u5b66\u7de8\u96c6\u3000\u7b2c07010\u53f7\uff09"}]}, "item_10_select_15": {"attribute_name": "\u8457\u8005\u7248\u30d5\u30e9\u30b0", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_10_source_id_7": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "09108009", "subitem_source_identifier_type": "ISSN"}]}, "item_10_text_14": 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"\u30c0\u30af\u30c6\u30a3\u30ea\u30c6\u30a3\u30fc", "subitem_subject_scheme": "Other"}, {"subitem_subject": "ductility", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u7e70\u308a\u8fd4\u3057\u6234\u8377", "subitem_subject_scheme": "Other"}, {"subitem_subject": "stiffened box section", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u5f37\u5ea6", "subitem_subject_scheme": "Other"}, {"subitem_subject": "strength", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u305b\u3093\u65ad\u529b", "subitem_subject_scheme": "Other"}, {"subitem_subject": "shear loading", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_resource_type": {"attribute_name": "\u8cc7\u6e90\u30bf\u30a4\u30d7", "attribute_value_mlt": [{"resourcetype": "journal article", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": 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