{"created":"2023-07-25T08:10:41.059014+00:00","id":10667,"links":{},"metadata":{"_buckets":{"deposit":"e5661808-5457-4aa9-97ba-c89c52fd4d88"},"_deposit":{"created_by":18,"id":"10667","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10667"},"status":"published"},"_oai":{"id":"oai:ir.kagoshima-u.ac.jp:00010667","sets":["54:79"]},"author_link":["16376"],"item_8_date_6":{"attribute_name":"作成日","attribute_value_mlt":[{"subitem_date_issued_datetime":"2011-05-10","subitem_date_issued_type":"Collected"}]},"item_8_description_4":{"attribute_name":"要約(Abstract)","attribute_value_mlt":[{"subitem_description":"2008-2010年度科学研究費補助金(基盤研究(C))研究成果報告書 課題番号：20560528　研究代表者：松村和雄 (鹿児島大学大学院理工学研究科（工学系）教授)","subitem_description_language":"ja","subitem_description_type":"Other"},{"subitem_description":"本研究の目的は地震動を受ける中低層弾塑性構造物の最大応答と相関の高い地震動の強さの指標を明らかにすることである。固有周期が短い建物の最大応答は最大地動加速度と相関が高く、固有周期が長い建物では最大地動速度が相関が高いとされているが、それらの指標で基準化した地震動による最大応答は大きなばらつきがある。地震動をパルスと見なしてその時間積分である力積の最大値が地震動の強さの指標として最大応答との相関が高くて固有周期に依存しない指標であることを明らかにした。","subitem_description_language":"ja","subitem_description_type":"Other"},{"subitem_description":"The purpose of this study is to find out the strength index of ground motion related to the maximum response of low and middle rize inelastic buildings. It is known that the maximum response of the buildings of short natural period is related to the peak ground acceleration and that of the building of the longer natural period is related to the peak ground velocity, but the maximum response values by the ground motions normalizede by these indexes show large randamness. The ground motion is assumed as the sequense of pulses and the maximum impulse defined as the time integral of the pulse is strongly related to the maximum response and is not related to the natural period.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_8_publisher_23":{"attribute_name":"公開者・出版者","attribute_value_mlt":[{"subitem_publisher":"鹿児島大学","subitem_publisher_language":"ja"},{"subitem_publisher":"Kagoshima University","subitem_publisher_language":"en"}]},"item_8_subject_15":{"attribute_name":"NDC","attribute_value_mlt":[{"subitem_subject":"524","subitem_subject_scheme":"NDC"}]},"item_8_text_41":{"attribute_name":"科研費番号 ","attribute_value_mlt":[{"subitem_text_value":"20560528"}]},"item_8_version_type_14":{"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":[{"creatorNames":[{"creatorName":"松村, 和雄","creatorNameLang":"ja"},{"creatorName":"MATSUMURA, Kazuo","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"16376","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"1000050038014","nameIdentifierScheme":"NRID","nameIdentifierURI":" "}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-10-28"}],"displaytype":"detail","filename":"20560528seika.pdf","filesize":[{"value":"184.5 kB"}],"format":"application/pdf","mimetype":"application/pdf","url":{"label":"20560528seika.pdf","objectType":"fulltext","url":"https://ir.kagoshima-u.ac.jp/record/10667/files/20560528seika.pdf"},"version_id":"ff3f96ce-adc9-4bb6-b572-896fbc5dd088"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"弾塑性構造物","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"地震動の強さ","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"力積","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"時刻歴応答解析","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"最大地震応答","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"塑性率","subitem_subject_language":"ja","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":"research report","resourceuri":"http://purl.org/coar/resource_type/c_18ws"}]},"item_title":"中低層弾塑性構造物の最大地震応答と相関の高い地震動強さの指標に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"中低層弾塑性構造物の最大地震応答と相関の高い地震動強さの指標に関する研究","subitem_title_language":"ja"},{"subitem_title":"Study on the strength index of strong motions related to the maximum response of the low and middle rize inelastic buildings","subitem_title_language":"en"}]},"item_type_id":"8","owner":"18","path":["79"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2015-01-06"},"publish_date":"2015-01-06","publish_status":"0","recid":"10667","relation_version_is_last":true,"title":["中低層弾塑性構造物の最大地震応答と相関の高い地震動強さの指標に関する研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-05-23T02:18:08.798187+00:00"}