{"created":"2023-06-19T10:26:32.339660+00:00","id":5127,"links":{},"metadata":{"_buckets":{"deposit":"6d1c8785-6870-49e1-a7ae-3d0c42a242f0"},"_deposit":{"created_by":18,"id":"5127","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5127"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005127","sets":["41:227"]},"author_link":["32850"],"item_81_date_granted_17":{"attribute_name":"学位授与年月日","attribute_value_mlt":[{"subitem_dategranted":"2014-09-25"}]},"item_81_degree_grantor_10":{"attribute_name":"学位授与機関","attribute_value_mlt":[{"subitem_degreegrantor":[{"subitem_degreegrantor_language":"ja","subitem_degreegrantor_name":"室蘭工業大学"},{"subitem_degreegrantor_language":"en","subitem_degreegrantor_name":"Muroran Institute of Technology"}],"subitem_degreegrantor_identifier":[{"subitem_degreegrantor_identifier_name":"10103","subitem_degreegrantor_identifier_scheme":"kakenhi"}]}]},"item_81_degree_name_11":{"attribute_name":"学位名","attribute_value_mlt":[{"subitem_degreename":"博士（工学）","subitem_degreename_language":"ja"}]},"item_81_description_25":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_81_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本論文は，鉄筋コンクリート造耐震壁における壁板と側柱の接合工法を簡便にするために，壁横筋の柱への定着を省略し，設計・施工の両場面で壁板と柱を分離して扱う，新しい耐震壁システムについて論じたものである。本システムの終局強度は，壁板強度と柱の 負担せん断力を累加して得られるものと考えられるが，本システムの壁板には柱主筋等の 曲げ補強筋がないため，壁板強度の算定に既往のせん断強度設計式は適用できない。そこ で本論文では，壁板内の横筋の応力度分布と縦筋の効果が考慮された，新たなトラス・アーチ理論に基づく壁板強度の算定法を提案した。本算定法は，コンクリート，横筋および 縦筋の応力の釣り合いから，壁板でとり得る強度（曲げ強度あるいはせん断強度）を求めるものであり，曲げ破壊からせん断破壊までの統一された強度算定法となっている。トラ ス機構では，壁横筋の応力度が両端部で 0 となり，中央部で最大応力度を示すという曲げ 補強筋のない壁板に特有のせん断応力度分布を考慮している。すなわち，横筋に応力度変 化のある部分では，横筋の引張力が付着抵抗によってコンクリートに伝達され，コンクリートの斜め圧縮束と縦筋の引張力に釣り合う応力抵抗機構を構成している。アーチ機構で は，壁板を細分割し，軸力と縦筋を考慮して各要素ごとにアーチを形成し，壁脚部に設定 したせん断破壊判定領域におけるφ方向（φ：トラス機構の圧縮束の角度）の圧縮応力度 がコンクリートの有効強度に達するまで積算して強度を算定している。単層壁板を対象に このような強度算定法を導出した後，複数の層から水平力を受ける連層壁板の算定法に拡張している。本算定法の適合性は，単層壁板および２層壁板の水平加力実験を実施して検証しており，壁板強度の計算値は，曲げ破壊およびせん断破壊の両破壊形式ともに同等の 精度で実験値とよく適合することを確認した。壁板の強度算定法を明らかにした後，壁板と柱で耐震壁システムを構成し，2 種類の破壊 形式を想定して水平加力実験を実施した。一つは，柱-壁板間の鉛直接合部の滑り破壊を防止し，壁板のせん断強度を発揮させる強度抵抗型のシステムであり，もう一つは鉛直接合 部の滑りを先行させて曲げ変形を卓越させる靭性抵抗型のシステムである。実験の結果，鉛直接合部の滑りを許容するプレキャスト連層耐震壁システムは，優れた変形性能を示す ことが明らかになった。本システムは，柱と壁板の間に生じるせん断力（鉛直拘束力）を 考慮することで設計上，両者を分離して扱うことができ，その終局強度は全体系の破壊形式にかかわらず，壁板強度と柱負担せん断力の累加によって得られることを示した。","subitem_description_language":"ja","subitem_description_type":"Abstract"},{"subitem_description":" ","subitem_description_type":"Abstract"},{"subitem_description":"This paper presents a new earthquake resisting wall system which designs and constructs wall panels and boundary columns separately. In order to joint the wall panel and the column easily, anchors to the column of horizontal reinforcements of the wall panel are omitted in the system. An ultimate strength of the system is provided by adding each shear force of the wall panel and columns. However, the strength of the wall panel is not able to obtain by the general strength calculation formulas since wall panels of the system do not have any flexural reinforcements such as main reinforcements of columns. Therefore, a strength calculation method based on a new truss-arch theory was developed in this paper. The calculation method evaluates the ultimate strength stood on stress balance; hence, the strength shows flexural strength or shear strength. A truss mechanism of the calculation method involves particular stress of horizontal reinforcements of the system that become large on diagonal lines of the wall panels, and that is 0 at both the ends. In the portion with the stress change of horizontal reinforcements, tensile force of the horizontal reinforcements is transmitted to concrete strut by bond resistance. The tensile force, the compressive force of the concrete struts and the tensile force of vertical reinforcements satisfies equilibrium conditions. Axial forces, reverse bending moments, and constraint forces provided by the vertical reinforcements have an effect on an arch mechanism of the calculation method. After the calculation method for 1-storey wall panels has been proposed, it is extended to a method for multi-storey wall panels which external force acts on at plural height. Loading tests of single and two-story wall panels were conducted to investigate compatibility of the calculation method. As a result, the calculated values of flexural failures and shear failures were in good agreement with the experiments. After clarifying the strength calculation method of the wall panels, loading tests of the wall systems of two types constituted of the wall panel and columns were conducted. One is resistance strength systems which prevent the sliding failure of a vertical joint between wall panels and columns, and the other is resistance ductility systems which permit of sliding at the vertical joints. It was clear that precast multi-story wall systems which permit of sliding at the vertical joints show high deformation performance as a result of the experiments. The study revealed the ultimate strength of the system is able to evaluate by adding the strength of wall panel and the shear force of column.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_81_dissertation_number_13":{"attribute_name":"学位授与番号","attribute_value_mlt":[{"subitem_dissertationnumber":"乙第79号"}]},"item_81_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.15118/00005118","subitem_identifier_reg_type":"JaLC"}]},"item_81_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"524","subitem_subject_scheme":"NDC"}]},"item_81_text_12":{"attribute_name":"学位の種別","attribute_value_mlt":[{"subitem_text_language":"ja","subitem_text_value":"論文博士"}]},"item_81_text_14":{"attribute_name":"報告番号","attribute_value_mlt":[{"subitem_text_language":"ja","subitem_text_value":"乙第79号"}]},"item_81_text_15":{"attribute_name":"学位記番号","attribute_value_mlt":[{"subitem_text_language":"ja","subitem_text_value":"博乙第79号"}]},"item_81_version_type_24":{"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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"小坂, 英之","creatorNameLang":"ja"},{"creatorName":"KOSAKA, Hideyuki","creatorNameLang":"en"},{"creatorName":"コサカ, ヒデユキ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"小坂","familyNameLang":"ja"},{"familyName":"KOSAKA","familyNameLang":"en"},{"familyName":"コサカ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"英之","givenNameLang":"ja"},{"givenName":"Hideyuki","givenNameLang":"en"},{"givenName":"ヒデユキ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"32850","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":"2016-02-15"}],"displaytype":"detail","filename":"B79.pdf","filesize":[{"value":"2.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"B79","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/5127/files/B79.pdf"},"version_id":"82d675be-308e-4af3-9d68-e7554fe48874"},{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-02-15"}],"displaytype":"detail","filename":"B79_summary.pdf","filesize":[{"value":"379.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"B79_summary","objectType":"abstract","url":"https://muroran-it.repo.nii.ac.jp/record/5127/files/B79_summary.pdf"},"version_id":"4da1125a-3539-4690-8990-d8c636ae7e13"}]},"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":"doctoral thesis","resourceuri":"http://purl.org/coar/resource_type/c_db06"}]},"item_title":"壁板と柱の分離施工を容易とする新しい耐震壁システムの開発研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"壁板と柱の分離施工を容易とする新しい耐震壁システムの開発研究","subitem_title_language":"ja"}]},"item_type_id":"81","owner":"18","path":["227"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2014-12-04"},"publish_date":"2014-12-04","publish_status":"0","recid":"5127","relation_version_is_last":true,"title":["壁板と柱の分離施工を容易とする新しい耐震壁システムの開発研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-13T01:25:45.438623+00:00"}