{"_buckets": {"deposit": "7dcb676a-929c-4579-94ad-4b38a8b5bc92"}, "_deposit": {"id": "4377", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "4377"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00004377", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2005-07"}, "bibliographicIssueNumber": "5", "bibliographicPageEnd": "367", "bibliographicPageStart": "355", "bibliographicVolumeNumber": "25", "bibliographic_titles": [{"bibliographic_title": "SOIL DYNAMICS AND EARTHQUAKE ENGINEERING", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "A new efficient method is developed for the analysis of pile-group effects on the seismic stiffness and strength design of buildings with pile foundations. An efficient continuum model consisting of a dynamic Winkler-type soil element and a pile is used to express the dynamic behavior of the structure-pile-soil system with only a small numerical error. The pile-group effect is taken into account through the influence coefficients among piles which are defined for interstory drifts and pile-head bending moments. It is shown that, while the pile-group effect reduces the interstory drift of buildings in general, it may increase the bending moment of piles at the head. This means that the treatment without the pile-group effect results in the conservative design for super-structures and requires a revised member design for piles. (c) 2005 Elsevier Ltd. All rights reserved.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "ELSEVIER SCI LTD", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1016/j.solidyn.2005.02.009"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0267-7261", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Takewaki, I", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "A Kishida", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_title": "Efficient analysis of pile-group effect on seismic stiffness and strength design of buildings", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "Efficient analysis of pile-group effect on seismic stiffness and strength design of buildings", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/4377", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "4377", "relation": {}, "relation_version_is_last": true, "title": ["Efficient analysis of pile-group effect on seismic stiffness and strength design of buildings"], "weko_shared_id": -1}