{"created":"2021-03-01T06:13:25.444486+00:00","id":6798,"links":{},"metadata":{"_buckets":{"deposit":"412b8c5e-fc72-4d67-a117-cbf91f15b244"},"_deposit":{"id":"6798","owners":[],"pid":{"revision_id":0,"type":"depid","value":"6798"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00006798"},"item_10_alternative_title_19":{"attribute_name":"\u305d\u306e\u4ed6\u306e\u8a00\u8a9e\u306e\u30bf\u30a4\u30c8\u30eb","attribute_value_mlt":[{"subitem_alternative_title":"Probabilistic estimation system of structural seismic performance with GIS"}]},"item_10_biblio_info_6":{"attribute_name":"\u66f8\u8a8c\u60c5\u5831","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"298","bibliographicPageStart":"289","bibliographicVolumeNumber":"48A","bibliographic_titles":[{"bibliographic_title":"\u69cb\u9020\u5de5\u5b66\u8ad6\u6587\u96c6"}]}]},"item_10_description_4":{"attribute_name":"\u6284\u9332","attribute_value_mlt":[{"subitem_description":"Recently,the importance of dynamic analyses has increased in the design of structures. The need to perform analysis using simulated waves based on seismicity and amplication characteristics near the site is now emphasized. However,great efforts and rich experiences are required for the preparation of simulated waves. Further,dynamic behavior of a structure is under the influence of non-stationary nature of seismic waves. Therefore, it is necessary to perform probabilistic evaluation with a number of seismic waves. In this study, an attempt has been made to develop a dynamic analysis integration system with databases of seismic motions and surface grounds, utilizing GUI and GIS. By the present system, it is possible to estimate the design seismic load matching the level of seismic design, and to evaluate probabilistic dynamic performance of structures in easy manner.","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/2237/8461"}]},"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","subitem_source_identifier_type":"ISSN"}]},"item_10_text_14":{"attribute_name":"\u30d5\u30a9\u30fc\u30de\u30c3\u30c8","attribute_value_mlt":[{"subitem_text_value":"application/pdf"}]},"item_creator":{"attribute_name":"\u8457\u8005","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"\u5317\u539f, \u6b66\u55e3"}],"nameIdentifiers":[{"nameIdentifier":"17774","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"kitahara, Takeshi"}],"nameIdentifiers":[{"nameIdentifier":"17775","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"\u4f0a\u85e4, \u7fa9\u4eba"}],"nameIdentifiers":[{"nameIdentifier":"17776","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Itoh, Yoshito"}],"nameIdentifiers":[{"nameIdentifier":"17777","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":"2018-02-19"}],"displaytype":"detail","filename":"Structural_Eng_48A-289.pdf","filesize":[{"value":"1.6 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Structural_Eng_48A-289.pdf","url":"https://nagoya.repo.nii.ac.jp/record/6798/files/Structural_Eng_48A-289.pdf"},"version_id":"b93cc383-1db7-4f88-9879-3bbdec1f9d1b"}]},"item_keyword":{"attribute_name":"\u30ad\u30fc\u30ef\u30fc\u30c9","attribute_value_mlt":[{"subitem_subject":"seismic performance","subitem_subject_scheme":"Other"},{"subitem_subject":"\u8010\u9707\u6027\u80fd","subitem_subject_scheme":"Other"},{"subitem_subject":"probability","subitem_subject_scheme":"Other"},{"subitem_subject":"\u78ba\u7387\u8ad6","subitem_subject_scheme":"Other"},{"subitem_subject":"earthquake load","subitem_subject_scheme":"Other"},{"subitem_subject":"\u5730\u9707\u8377\u91cd","subitem_subject_scheme":"Other"},{"subitem_subject":"integrated system","subitem_subject_scheme":"Other"},{"subitem_subject":"\u7d71\u5408\u30b7\u30b9\u30c6\u30e0","subitem_subject_scheme":"Other"}]},"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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"\u5730\u7406\u60c5\u5831\u30b7\u30b9\u30c6\u30e0\u3092\u7528\u3044\u305f\u78ba\u7387\u8ad6\u7684\u8010\u9707\u6027\u80fd\u8a55\u4fa1\u30b7\u30b9\u30c6\u30e0","item_titles":{"attribute_name":"\u30bf\u30a4\u30c8\u30eb","attribute_value_mlt":[{"subitem_title":"\u5730\u7406\u60c5\u5831\u30b7\u30b9\u30c6\u30e0\u3092\u7528\u3044\u305f\u78ba\u7387\u8ad6\u7684\u8010\u9707\u6027\u80fd\u8a55\u4fa1\u30b7\u30b9\u30c6\u30e0"}]},"item_type_id":"10","owner":"1","path":["320/321/322"],"pubdate":{"attribute_name":"\u516c\u958b\u65e5","attribute_value":"2007-06-26"},"publish_date":"2007-06-26","publish_status":"0","recid":"6798","relation_version_is_last":true,"title":["\u5730\u7406\u60c5\u5831\u30b7\u30b9\u30c6\u30e0\u3092\u7528\u3044\u305f\u78ba\u7387\u8ad6\u7684\u8010\u9707\u6027\u80fd\u8a55\u4fa1\u30b7\u30b9\u30c6\u30e0"],"weko_creator_id":"1","weko_shared_id":null},"updated":"2021-03-01T20:16:24.052764+00:00"}