{"created":"2023-03-31T01:52:01.819584+00:00","id":4377,"links":{},"metadata":{"_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"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-03-30"},"publish_date":"2023-03-30","publish_status":"0","recid":"4377","relation_version_is_last":true,"title":["Efficient analysis of pile-group effect on seismic stiffness and strength design of buildings"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-03-31T01:52:04.418113+00:00"}