{"_buckets": {"deposit": "8acd7cf2-c33e-46a2-8c07-0b500f014a97"}, "_deposit": {"id": "10697", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "10697"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00010697"}, "item_12_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1986-12-25", "bibliographicIssueDateType": "Issued"}, "bibliographic_titles": [{}]}]}, "item_12_date_granted_64": {"attribute_name": "\u5b66\u4f4d\u6388\u4e0e\u5e74\u6708\u65e5", "attribute_value_mlt": [{"subitem_dategranted": "1986-12-25"}]}, "item_12_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "This dissertation presents the theoretical and experimental study concerning\nthe interaction behavior of the local and overall buckling of welded thin-walled\nH-section columns. Brief description on each chapter is given below :\nChapter 1 :  The problem and review of previous investigations on the\ninteraction buckling is described.\nChapter 2 :  An incremental equilibrium equations for beam-column with\narbitrary open cross sections is derived in a stiffness matrix form by using a\nmoving element coordinate system and an incremental variational principle.\nYielding of the material is judged as a bi-axial stress problem under normal and\nshear stresses by using the flow theory of plasticity assosiated with von Mises\nyield criterion. Validity and efficiency of the present method are shown by\nillusrative examples.\nChapter 3 :  This chapter describes the development of a finite element\nmethod which enables to analyze a large displacement elasto-plastic behavior of\nplate structures which fail by local instability. The plate element used in this\nmethod is the ordinary plannar triangluar element. The in-plane flexural stiffness\nof the component plates is taken into account using a technique based on\nthe micropolar theory to avoid the singularity of the global stiffness matrix.\nSince a large portion of the displacement in the postbuckling behavior of the\nplate element is caused by a rigid body displacement, the nodal forces are calculated by\neffective displacements which are determined by subtracting the rigid\nbody displacement from the total one. Validity and efficiency of present method\nare confirmed.\nChapter 4 :  A finite element technique which enables to connect plate\nelements with a beam element is developed to analyze large displacement problems\nof elasto-plastic thin-wal1ed beam-columns. The stiffness matrix is derived by\nusing multipoint constraints technique at the couplipg nodal point. Numerical\nresults of the present method are compared with the exact solutions and experimental\nresults.\nChapter 5 :  Ultimate strength behaviors of elasto-plastic thin-walled H-section\nstub-columns are studied experimentally and theoretically. Seven specimens with various width-to-thickness ratio of the component plates of the cross section are tested under uni-axial compression. The test results are compared with the results of nonlinear analysis by the developed finite element method. Validity and efficiency of the present method are shown. Based on the test results, an interaction formula for predicting the ultimate strength. of H-section stub-column under axial compression is proposed.\nChapter 6 :  The interaction behavior of the local and overall buckling of\nwelded thin-walled H-section columns are studied experimentally. A total of 13\nspecimens with various slenderness ratios and width-to-thickness ratios of the\ncomponent  plates are tested under axial compression. The AISC form factor method\nfor predicting the ultimate strength of H-section columns is revised for those\ncomposed of plates with large width-to-thickness ratios. The predictions of the\nrevised method are found to give fairly accurate results for the columns tested.\nChapter 7 :  Based on the analytical and experimental stduy, an design\nformula of the local and overall interaction strength of compression members is\nproposed. The applicability of the formula is examined in comparison with the\nnumerical results.\nChapter 8 :  The conclusions obtained from chapters 2 through 7 are summarized", "subitem_description_type": "Abstract"}]}, "item_12_description_5": {"attribute_name": "\u5185\u5bb9\u8a18\u8ff0", "attribute_value_mlt": [{"subitem_description": "\u540d\u53e4\u5c4b\u5927\u5b66\u535a\u58eb\u5b66\u4f4d\u8ad6\u6587 \u5b66\u4f4d\u306e\u7a2e\u985e : \u5de5\u5b66\u535a\u58eb(\u8ad6\u6587) \u5b66\u4f4d\u6388\u4e0e\u5e74\u6708\u65e5 : \u662d\u548c61\u5e7412\u670825\u65e5", "subitem_description_type": "Other"}]}, "item_12_dissertation_number_65": {"attribute_name": "\u5b66\u4f4d\u6388\u4e0e\u756a\u53f7", "attribute_value_mlt": [{"subitem_dissertationnumber": "13901\u4e59\u7b2c3098\u53f7"}]}, "item_12_identifier_60": {"attribute_name": "URI", "attribute_value_mlt": [{"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/2237/12539"}]}, "item_12_select_15": {"attribute_name": "\u8457\u8005\u7248\u30d5\u30e9\u30b0", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_12_text_14": {"attribute_name": "\u30d5\u30a9\u30fc\u30de\u30c3\u30c8", "attribute_value_mlt": [{"subitem_text_value": "application/pdf"}, {"subitem_text_value": "application/pdf"}]}, "item_12_text_63": {"attribute_name": "\u5b66\u4f4d\u6388\u4e0e\u5e74\u5ea6", "attribute_value_mlt": [{"subitem_text_value": "1986"}]}, "item_creator": {"attribute_name": "\u8457\u8005", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "\u5c71\u5c3e, \u654f\u5b5d"}], "nameIdentifiers": [{"nameIdentifier": "32217", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Yamao, Toshitaka"}], "nameIdentifiers": [{"nameIdentifier": "32218", "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": "2018-02-20"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "ot3098_abstr.pdf", "filesize": [{"value": "354.2 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 354200.0, "url": {"label": "ot3098_abstr.pdf ", "url": "https://nagoya.repo.nii.ac.jp/record/10697/files/ot3098_abstr.pdf"}, "version_id": "527fe671-d847-48c2-a59c-a7d35c3adbf4"}, {"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2018-02-20"}], "displaytype": "detail", "download_preview_message": "", "file_order": 1, "filename": "ot3098.pdf", "filesize": [{"value": "10.0 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 10000000.0, "url": {"label": "ot3098.pdf ", "url": "https://nagoya.repo.nii.ac.jp/record/10697/files/ot3098.pdf"}, "version_id": "1454bc0e-9f41-431f-846f-9f3b0982692c"}]}, "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": "thesis", "resourceuri": "http://purl.org/coar/resource_type/c_46ec"}]}, "item_title": "\u8584\u8089H\u5f62\u65ad\u9762\u92fc\u67f1\u306e\u9023\u6210\u5ea7\u5c48\u306b\u95a2\u3059\u308b\u7814\u7a76", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "\u8584\u8089H\u5f62\u65ad\u9762\u92fc\u67f1\u306e\u9023\u6210\u5ea7\u5c48\u306b\u95a2\u3059\u308b\u7814\u7a76"}]}, "item_type_id": "12", "owner": "1", "path": ["320/606/607"], "permalink_uri": "http://hdl.handle.net/2237/12539", "pubdate": {"attribute_name": "\u516c\u958b\u65e5", "attribute_value": "2009-12-24"}, "publish_date": "2009-12-24", "publish_status": "0", "recid": "10697", "relation": {}, "relation_version_is_last": true, "title": ["\u8584\u8089H\u5f62\u65ad\u9762\u92fc\u67f1\u306e\u9023\u6210\u5ea7\u5c48\u306b\u95a2\u3059\u308b\u7814\u7a76"], "weko_shared_id": null}