{"_buckets": {"deposit": "7781befc-5d4f-42ea-9dfe-391c55c2d6db"}, "_deposit": {"id": "4663", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "4663"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00004663", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2012", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "4", "bibliographicPageEnd": "495", "bibliographicPageStart": "463", "bibliographicVolumeNumber": "16", "bibliographic_titles": [{"bibliographic_title": "JOURNAL OF EARTHQUAKE ENGINEERING", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "E-Defense shake table experiments on a 7.5 m tall, 1.8 m by 1.8 m square bridge column using polypropylene fiber-reinforced cement composites (PFRC) at the plastic hinge region and part of the footing is presented. The column was excited using 80% of the original intensity of the near-field ground motion recorded at the JR Takatori Station during the 1995 Kobe, Japan earthquake. Use of PFRC mitigated cover and core concrete damage, local buckling of longitudinal bars, and deformation of ties even after six times of repeated excitation. The damage sustained was much less than the damage of regular reinforced concrete columns.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "TAYLOR \u0026 FRANCIS LTD", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1080/13632469.2011.651558"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1363-2469", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Kazuhiko Kawashima", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Richelle G. Zafra", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Tomohiro Sasaki", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Koichi Kajiwara", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Manabu Nakayama", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Shigeki Unjoh", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Junichi Sakai", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Kenji Kosa", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Yoshikazu Takahashi", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Masaaki Yabe", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_title": "Seismic Performance of a Full-Size Polypropylene Fiber-Reinforced Cement Composite Bridge Column Based on E-Defense Shake Table Experiments", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "Seismic Performance of a Full-Size Polypropylene Fiber-Reinforced Cement Composite Bridge Column Based on E-Defense Shake Table Experiments", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/4663", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "4663", "relation": {}, "relation_version_is_last": true, "title": ["Seismic Performance of a Full-Size Polypropylene Fiber-Reinforced Cement Composite Bridge Column Based on E-Defense Shake Table Experiments"], "weko_shared_id": -1}