WEKO3
アイテム
{"_buckets": {"deposit": "d2018b8d-655e-4e74-97a3-8894c0ec59f2"}, "_deposit": {"created_by": 1, "id": "23016", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "23016"}, "status": "published"}, "_oai": {"id": "oai:kumadai.repo.nii.ac.jp:00023016", "sets": ["428"]}, "author_link": ["146939"], "item_16_alternative_title_22": {"attribute_name": "その他の言語のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "Equivalent single-degree-of-freedom systems for fishbone-shaped frames"}]}, "item_16_alternative_title_23": {"attribute_name": "タイトル(ヨミ)", "attribute_value_mlt": [{"subitem_alternative_title": "ギョコツケイ ホネグミ ノ トウカ 1ジユウドケイ エ ノ チカン ニ カンスル ケンキュウ"}]}, "item_16_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2001-01-30", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "150", "bibliographicPageStart": "143", "bibliographicVolumeNumber": "539", "bibliographic_titles": [{"bibliographic_title": "日本建築学会構造系論文集"}]}]}, "item_16_creator_3": {"attribute_name": "別言語の著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorAffiliations": [{"affiliationNameIdentifiers": [{"affiliationNameIdentifier": "", "affiliationNameIdentifierScheme": "ISNI", "affiliationNameIdentifierURI": "http://www.isni.org/isni/"}], "affiliationNames": [{"affiliationName": "", "affiliationNameLang": "ja"}]}], "creatorNames": [{"creatorName": "Ogawa, Koji", "creatorNameLang": "en"}, {"creatorName": "小川, 厚治", "creatorNameLang": "ja"}, {"creatorName": "オガワ, コウジ", "creatorNameLang": "ja-Kana"}], "familyNames": [{"familyName": "Ogawa", "familyNameLang": "en"}, {"familyName": "小川", "familyNameLang": "ja"}, {"familyName": "オガワ", "familyNameLang": "ja-Kana"}], "givenNames": [{"givenName": "Koji", "givenNameLang": "en"}, {"givenName": "厚治", "givenNameLang": "ja"}, {"givenName": "コウジ", "givenNameLang": "ja-Kana"}], "nameIdentifiers": [{"nameIdentifier": "146939", "nameIdentifierScheme": "WEKO"}]}]}, "item_16_description_17": {"attribute_name": "フォーマット", "attribute_value_mlt": [{"subitem_description": "application/pdf", "subitem_description_type": "Other"}]}, "item_16_description_46": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"subitem_description": "論文(Article)", "subitem_description_type": "Other"}]}, "item_16_description_5": {"attribute_name": "内容記述", "attribute_value_mlt": [{"subitem_description": "This paper deals with equivalent single-degree-of-freedom systems that can simulate the seismic response of fishbone-shaped frames. The response of a multi-story frame subjected to an earthquake is strongly affected by the collapse mechanism that forms in the frame. In this paper, a method for predicting the collapse mechanism under earthquake excitations is devised, taking into consideration the correlations between dynamic horizontal forces acting on each story. In addition, load-deformation relationships of equivalent single-degree-of-freedom systems are determined based on the collapse mechanism. A good correlation is achieved between the results calculated by the equivalent single-degree-of-freedom systems and the seismic response of fishbone-shaped frames.", "subitem_description_type": "Other"}]}, "item_16_publisher_36": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "日本建築学会"}]}, "item_16_relation_16": {"attribute_name": "情報源(ISSN)", "attribute_value_mlt": [{"subitem_relation_name": [{"subitem_relation_name_text": "13404202"}]}]}, "item_16_relation_54": {"attribute_name": "異版である", "attribute_value_mlt": [{"subitem_relation_type": "isVersionOf", "subitem_relation_type_id": {"subitem_relation_type_id_text": "http://ci.nii.ac.jp/naid/110004304864", "subitem_relation_type_select": "URI"}}]}, "item_16_relation_60": {"attribute_name": "部分である", "attribute_value_mlt": [{"subitem_relation_type": "isPartOf", "subitem_relation_type_id": {"subitem_relation_type_id_text": "http://hdl.handle.net/2298/9691", "subitem_relation_type_select": "URI"}}]}, "item_16_rights_12": {"attribute_name": "権利", "attribute_value_mlt": [{"subitem_rights": "日本建築学会"}, {"subitem_rights": "本文データは日本建築学会の許諾に基づき複製したものである"}]}, "item_16_source_id_9": {"attribute_name": "書誌レコードID", "attribute_value_mlt": [{"subitem_source_identifier": "AN10438559", "subitem_source_identifier_type": "NCID"}]}, "item_16_subject_20": {"attribute_name": "日本十進分類法", "attribute_value_mlt": [{"subitem_subject": "524.91", "subitem_subject_scheme": "NDC"}]}, "item_16_text_18": {"attribute_name": "形態", "attribute_value_mlt": [{"subitem_text_value": "1535471 bytes"}]}, "item_16_text_47": {"attribute_name": "資源タイプ・ローカル", "attribute_value_mlt": [{"subitem_text_value": "雑誌掲載論文"}]}, "item_16_text_48": {"attribute_name": "資源タイプ・NII", "attribute_value_mlt": [{"subitem_text_value": "Journal Article"}]}, "item_16_text_49": {"attribute_name": "資源タイプ・DCMI", "attribute_value_mlt": [{"subitem_text_value": "text"}]}, "item_16_text_50": {"attribute_name": "資源タイプ・ローカル表示コード", "attribute_value_mlt": [{"subitem_text_value": "01"}]}, "item_16_text_76": {"attribute_name": "URI", "attribute_value_mlt": [{"subitem_text_value": "http://hdl.handle.net/2298/13137"}]}, "item_16_text_78": {"attribute_name": "コメント", "attribute_value_mlt": [{"subitem_text_value": "平成11~12年度科学研究費補助金(基盤研究(C)(2))研究成果報告書 課題番号:11650590『耐震要求性能に応じた鋼構造骨組の必要性能に関する研究』pp.57-64に掲載、第4章4-2にあたる"}]}, "item_16_version_type_19": {"attribute_name": "著者版フラグ", "attribute_value_mlt": [{"subitem_version_resource": "http://purl.org/coar/version/c_970fb48d4fbd8a85", "subitem_version_type": "VoR"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorAffiliations": [{"affiliationNameIdentifiers": [{"affiliationNameIdentifier": "", "affiliationNameIdentifierScheme": "ISNI", "affiliationNameIdentifierURI": "http://www.isni.org/isni/"}], "affiliationNames": [{"affiliationName": "", "affiliationNameLang": "ja"}]}], "creatorNames": [{"creatorName": "Ogawa, Koji", "creatorNameLang": "en"}, {"creatorName": "小川, 厚治", "creatorNameLang": "ja"}, {"creatorName": "オガワ, コウジ", "creatorNameLang": "ja-Kana"}], "familyNames": [{"familyName": "Ogawa", "familyNameLang": "en"}, {"familyName": "小川", "familyNameLang": "ja"}, {"familyName": "オガワ", "familyNameLang": "ja-Kana"}], "givenNames": [{"givenName": "Koji", "givenNameLang": "en"}, {"givenName": "厚治", "givenNameLang": "ja"}, {"givenName": "コウジ", "givenNameLang": "ja-Kana"}], "nameIdentifiers": [{"nameIdentifier": "146939", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2020-03-02"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "KaC(2)11650590_057-064.pdf", "filesize": [{"value": "1.5 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 1500000.0, "url": {"label": "KaC(2)11650590_057-064.pdf", "url": "https://kumadai.repo.nii.ac.jp/record/23016/files/KaC(2)11650590_057-064.pdf"}, "version_id": "1e5ff15a-362a-4761-a972-f2c45a473200"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "seismic design", "subitem_subject_scheme": "Other"}, {"subitem_subject": "seismic response", "subitem_subject_scheme": "Other"}, {"subitem_subject": "equivalent SDOF system", "subitem_subject_scheme": "Other"}, {"subitem_subject": "column-to-beam strength ratio", "subitem_subject_scheme": "Other"}, {"subitem_subject": "collapse mechanism", "subitem_subject_scheme": "Other"}, {"subitem_subject": "耐震設計", "subitem_subject_scheme": "Other"}, {"subitem_subject": "地震応答", "subitem_subject_scheme": "Other"}, {"subitem_subject": "等価1自由度系", "subitem_subject_scheme": "Other"}, {"subitem_subject": "柱梁強度比", "subitem_subject_scheme": "Other"}, {"subitem_subject": "崩壊機構", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_resource_type": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"resourcetype": "journal article", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "魚骨形骨組の等価1自由度系への置換に関する研究", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "魚骨形骨組の等価1自由度系への置換に関する研究"}]}, "item_type_id": "16", "owner": "1", "path": ["428"], "permalink_uri": "http://hdl.handle.net/2298/13137", "pubdate": {"attribute_name": "公開日", "attribute_value": "2009-11-18"}, "publish_date": "2009-11-18", "publish_status": "0", "recid": "23016", "relation": {}, "relation_version_is_last": true, "title": ["魚骨形骨組の等価1自由度系への置換に関する研究"], "weko_shared_id": -1}
魚骨形骨組の等価1自由度系への置換に関する研究
http://hdl.handle.net/2298/13137
http://hdl.handle.net/2298/13137b08b5ea9-f704-490b-a4bc-6ad82809c574
名前 / ファイル | ライセンス | アクション |
---|---|---|
KaC(2)11650590_057-064.pdf (1.5 MB)
|
|
Item type | 学術雑誌論文 / Journal Article(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2009-11-18 | |||||
タイトル | ||||||
タイトル | 魚骨形骨組の等価1自由度系への置換に関する研究 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | seismic design, seismic response, equivalent SDOF system, column-to-beam strength ratio, collapse mechanism, 耐震設計, 地震応答, 等価1自由度系, 柱梁強度比, 崩壊機構 | |||||
資源タイプ | ||||||
資源タイプ | journal article | |||||
著者 |
小川, 厚治
× 小川, 厚治 |
|||||
別言語の著者 |
小川, 厚治
× 小川, 厚治 |
|||||
内容記述 | ||||||
内容記述 | This paper deals with equivalent single-degree-of-freedom systems that can simulate the seismic response of fishbone-shaped frames. The response of a multi-story frame subjected to an earthquake is strongly affected by the collapse mechanism that forms in the frame. In this paper, a method for predicting the collapse mechanism under earthquake excitations is devised, taking into consideration the correlations between dynamic horizontal forces acting on each story. In addition, load-deformation relationships of equivalent single-degree-of-freedom systems are determined based on the collapse mechanism. A good correlation is achieved between the results calculated by the equivalent single-degree-of-freedom systems and the seismic response of fishbone-shaped frames. | |||||
書誌情報 |
日本建築学会構造系論文集 巻 539, p. 143-150, 発行年 2001-01-30 |
|||||
書誌レコードID | ||||||
収録物識別子 | AN10438559 | |||||
権利 | ||||||
権利情報 | 日本建築学会 | |||||
権利 | ||||||
権利情報 | 本文データは日本建築学会の許諾に基づき複製したものである | |||||
情報源(ISSN) | ||||||
関連名称 | 13404202 | |||||
フォーマット | ||||||
内容記述 | application/pdf | |||||
形態 | ||||||
1535471 bytes | ||||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
日本十進分類法 | ||||||
主題 | 524.91 | |||||
その他の言語のタイトル | ||||||
その他のタイトル | Equivalent single-degree-of-freedom systems for fishbone-shaped frames | |||||
タイトル(ヨミ) | ||||||
その他のタイトル | ギョコツケイ ホネグミ ノ トウカ 1ジユウドケイ エ ノ チカン ニ カンスル ケンキュウ | |||||
出版者 | ||||||
出版者 | 日本建築学会 | |||||
資源タイプ | ||||||
内容記述 | 論文(Article) | |||||
資源タイプ・ローカル | ||||||
雑誌掲載論文 | ||||||
資源タイプ・NII | ||||||
Journal Article | ||||||
資源タイプ・DCMI | ||||||
text | ||||||
資源タイプ・ローカル表示コード | ||||||
01 | ||||||
異版である | ||||||
関連タイプ | isVersionOf | |||||
関連識別子 | http://ci.nii.ac.jp/naid/110004304864 | |||||
部分である | ||||||
関連タイプ | isPartOf | |||||
関連識別子 | http://hdl.handle.net/2298/9691 | |||||
コメント | ||||||
平成11~12年度科学研究費補助金(基盤研究(C)(2))研究成果報告書 課題番号:11650590『耐震要求性能に応じた鋼構造骨組の必要性能に関する研究』pp.57-64に掲載、第4章4-2にあたる |