{"_buckets": {"deposit": "ca95b530-e042-4a08-99b0-05ea4aaf115a"}, "_deposit": {"id": "4861", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "4861"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00004861", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2013", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "0", "bibliographicPageEnd": "36", "bibliographicPageStart": "27", "bibliographicVolumeNumber": "21", "bibliographic_titles": [{"bibliographic_title": "地域安全学会論文集", "bibliographic_titleLang": "ja"}, {"bibliographic_title": "Journal of Social Safety Science", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "\u003cp\u003eIn this paper, seismic vulnerability of buildings located in Pisco, Peru, is studied using damage survey data and simulated seismic ground motions. In the survey data by CISMID at National University of Engineering, Peru, the inventory and damage information of 10,000 or more lots was registered. The subsurface soil property in Pisco city was divided into three zones based on the predominant periods of microtremor at 85 sites, and the damage ratio at each zone was calculated. Furthermore, the seismic ground motion in each zone was estimated from simulated bedrock motion and the 1D transfer functions of the surface soil. Finally, the fragility curves for adobe and brickmasonry buildings were derived in terms of PGA and PGV, and compared with those from previous researches.\u003c/p\u003e", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "\u003cp\u003eIn this paper, seismic vulnerability of buildings located in Pisco, Peru, is studied using damage survey data and simulated seismic ground motions. In the survey data by CISMID at National University of Engineering, Peru, the inventory and damage information of 10,000 or more lots was registered. The subsurface soil property in Pisco city was divided into three zones based on the predominant periods of microtremor at 85 sites, and the damage ratio at each zone was calculated. Furthermore, the seismic ground motion in each zone was estimated from simulated bedrock motion and the 1D transfer functions of the surface soil. Finally, the fragility curves for adobe and brickmasonry buildings were derived in terms of PGA and PGV, and compared with those from previous researches.\u003c/p\u003e", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "一般社団法人 地域安全学会", "subitem_publisher_language": "ja"}, {"subitem_publisher": "Institute of Social Safety Science", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.11314/jisss.21.27"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1345-2088", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "松崎 志津子", "creatorNameLang": "ja"}, {"creatorName": "MATSUZAKI Shizuko", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "ネルソン プリード", "creatorNameLang": "ja"}, {"creatorName": "PULIDO Nelson", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "山中 浩明", "creatorNameLang": "ja"}, {"creatorName": "YAMANAKA Hiroaki", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "地元 孝輔", "creatorNameLang": "ja"}, {"creatorName": "CHIMOTO Kosuke", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "丸山 喜久", "creatorNameLang": "ja"}, {"creatorName": "MARUYAMA Yoshihisa", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "山崎 文雄", "creatorNameLang": "ja"}, {"creatorName": "YAMAZAKI Fumio", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_title": "2007年ペルー・ピスコ地震の調査データに基づく建物被害特性", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "2007年ペルー・ピスコ地震の調査データに基づく建物被害特性", "subitem_title_language": "ja"}, {"subitem_title": "Vulnerability Estimation of Buildings Using Damage Survey Data Following the 2007 Pisco, Peru, Earthquake", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/4861", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "4861", "relation": {}, "relation_version_is_last": true, "title": ["2007年ペルー・ピスコ地震の調査データに基づく建物被害特性"], "weko_shared_id": -1}