{"_buckets": {"deposit": "e48ba543-e077-49a3-837d-9b7dd9da8b02"}, "_deposit": {"id": "6785", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6785"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006785"}, "item_10_alternative_title_19": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u8a00\u8a9e\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "Numerical study on cyclic elastoplastic behavior of stiffened box-sectional steel bridge piers"}]}, "item_10_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2000-03", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "118", "bibliographicPageStart": "109", "bibliographicVolumeNumber": "46A", "bibliographic_titles": [{"bibliographic_title": "\u69cb\u9020\u5de5\u5b66\u8ad6\u6587\u96c6"}]}]}, "item_10_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "The present paper is concerned with an elastoplastic large displacement analysis of cantilever type of steel box columns modeling bridge piers under cyclic loading. A modified two-surface plasticity model is used for nonlinear constitutive. Influences of loading patterns such as monotonic loading, one-side cyclic loading and two-side cyclic loading on the inelastic behavior of steel columns are first investigated and it is found that the analysis under two-side cyclic loading is the most conservative. Next, a parametric study is carried out to examine effects of plate width-thickness ratio, coulumn slenderness ratio, stiffener rigidity and axial force on the ultimate strength and ductility. AS a result, some formulas are proposed for determining the strength and ductility required in practical seismic design of such structures.", "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/2237/8445"}]}, "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\uff08\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", 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"\u7e70\u308a\u8fd4\u3057\u89e3\u6790", "subitem_subject_scheme": "Other"}, {"subitem_subject": "cyclic analysis", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u5909\u5f62\u80fd", "subitem_subject_scheme": "Other"}, {"subitem_subject": "ductility", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u975e\u5f3e\u6027\u6319\u52d5", "subitem_subject_scheme": "Other"}, {"subitem_subject": "inelastic behavior", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u92fc\u88fd\u6a4b\u811a", "subitem_subject_scheme": "Other"}, {"subitem_subject": "steel bridge pier", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u88dc\u525b\u7bb1\u5f62\u65ad\u9762", "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"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", 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