{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1362544419480448512.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1016/j.soildyn.2012.06.009"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0267726112001364?httpAccept=text/xml"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0267726112001364?httpAccept=text/plain"}}],"dc:title":[{"@value":"Three-dimensional non-linear FEM analysis of a seismic induced crack at an airport runway"}],"description":[{"notation":[{"@value":"Abstract   Damage at airports has been frequently reported as a result of large-scale earthquakes. This study focused on seismic damage to an airport runway due to ground shaking. The runway at Noto Airport in Japan developed cracks during the 2007 Noto Hanto Earthquake (Mw 6.7). Post-event evaluation of this crack occurrence using numerical analysis was used to evaluate the seismic performance of the runway embankment and to quantify the applicability of the proposed method.  As a first step, strong motion at Noto Airport was evaluated based on the empirical site amplification and phase effects. Second, a 3-dimensional seismic response analysis for the runway, embankment and bedrock below the runway was carried out. Finally, based on the results, effective indices to evaluate the crack occurrence along the airport runway due to the earthquake were examined. The examination results enable the rational assessment of the seismic performance of airport runways in future practice."}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1382544419480448513","@type":"Researcher","foaf:name":[{"@value":"Yoshiya Hata"}]},{"@id":"https://cir.nii.ac.jp/crid/1382544419480448514","@type":"Researcher","foaf:name":[{"@value":"Koji Ichii"}]},{"@id":"https://cir.nii.ac.jp/crid/1382544419480448512","@type":"Researcher","foaf:name":[{"@value":"Atsushi Nozu"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"02677261"}],"prism:publicationName":[{"@value":"Soil Dynamics and Earthquake Engineering"}],"dc:publisher":[{"@value":"Elsevier BV"}],"prism:publicationDate":"2012-11","prism:volume":"42","prism:startingPage":"105","prism:endingPage":"118"},"reviewed":"false","dc:rights":["https://www.elsevier.com/tdm/userlicense/1.0/"],"url":[{"@id":"https://api.elsevier.com/content/article/PII:S0267726112001364?httpAccept=text/xml"},{"@id":"https://api.elsevier.com/content/article/PII:S0267726112001364?httpAccept=text/plain"}],"createdAt":"2012-07-05","modifiedAt":"2018-11-22","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1050001335841207168","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Ground motion estimation for the elevated bridges of the Kyushu Shinkansen derailment caused by the foreshock of the 2016 Kumamoto earthquake based on the site-effect substitution method"}]},{"@id":"https://cir.nii.ac.jp/crid/1360285707483842944","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Variation of earthquake ground motions within a very small distance"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205349363968","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"ACCURACY OF METHODS TO ESTIMATE EARTHQUAKE GROUND MOTION USING MAIN SHOCK OBSERVATION RECORDS AND THE MEASURE FOR IMPROVEMENT - SEISMIC WAVEFORM ESTIMATION AT FOCAL AREAS FOR THE 2008 IWATE-MIYAGI NAIRIKU EARTHQUAKE -"},{"@language":"ja","@value":"本震観測記録を利用した地震動推定手法の精度とその向上策－2008年岩手・宮城内陸地震における震源域を対象として－"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205349702656","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STRONG MOTION ESTIMATION AT RESIDENTIAL AREA IN NANKODAI, IZUMI WARD, SENDAI CITY FOR THE 1978 OFF MIYAGI PREFECTURE EARTHQUAKE AND THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE"},{"@language":"ja","@value":"高密度地震アレー観測に基づく既往の大規模地震における仙台市泉区南光台での強震動の評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205349841280","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STRONG MOTION ESTIMATION ALONG ODAKI AND HIEDA VIADUCTS FOR THE 2003 SOUTHERN SANRIKU EARTHQUAKE BASED ON ASPERITY MODEL CONSIDERING EMPIRICAL SITE AMPLIFICATION AND PHASE EFFECTS"},{"@language":"ja","@value":"経験的サイト増幅・位相特性を考慮した強震動評価手法に基づく2003年三陸南地震における東北新幹線愛宕・稗田高架橋での強震動の推定"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205350583040","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"サイト特性を考慮した推定地震動に基づく堤防道路の通行機能に着目した被害関数の評価－大規模地震による鳴瀬川堤防の被災を例に－"},{"@language":"en","@value":"EVALUATION OF FRAGILITY CURVE ON TRAFFIC FUNCTION OF RIVER DIKE BASED ON STRONG MOTION ESTIMATION CONSIDERING EMPIRICAL SITE AMPLIFICATION AND PHASE EFFECTS —THE CASE OF THE NARUSE RIVER DIKE FOR THE PAST LARGE SCALE EARTHQUAKES—"},{"@value":"EVALUATION OF FRAGILITY CURVE ON TRAFFIC FUNCTION OF RIVER DIKE BASED ON STRONG MOTION ESTIMATION CONSIDERING EMPIRICAL SITE AMPLIFICATION AND PHASE EFFECTS —THE CASE OF THE NARUSE RIVER DIKE FOR THE PAST LARGE SCALE EARTHQUAKES—"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205358513664","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Strong Motion Estimation at Residential Fill Slope in Midorigaoka, Shiroishi City for Past Large Earthquakes considering Empirical Site Amplification and Phase effects"},{"@language":"ja","@value":"経験的サイト増幅・位相特性を考慮した強震動評価手法に基づく既往の大規模地震における宮城県白石市緑が丘団地での強震波形の推定"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205359051776","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic Waveform Evaluation at Damage Sites of Rubber Bearings during the 2011 off the Pacific Coast of Tohoku Earthquake Based on Records of Temporary Aftershock Observation"},{"@language":"ja","@value":"余震観測記録に基づく2011 年東北地方太平洋沖地震におけるゴム系支承の被災橋梁での地震動の評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205359303424","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"2011年東北地方太平洋沖地震による観測記録を用いた他地点での地震動推定に関する精度評価"},{"@language":"en","@value":"Accuracy of Methods to Estimate Strong Ground Motions Using Nearby Strong Motion Records"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680326418816","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STRONG MOTION ESTIMATION AT RESIDENTIAL AREA IN TATE NEW TOWN, ICHINOSEKI CITY FOR THE 2008 IWATE-MIYAGI INLAND EARTHQUAKE AND THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE BASED ON THE EMPIRICAL SITE AMPLIFICATION AND PHASE EFFECTS"},{"@language":"ja","@value":"経験的サイト増幅・位相特性を考慮した2008年岩手・宮城内陸地震および2011年東北地方太平洋地震における一関市舘ニュータウンでの強震波形の評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680326634496","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STRONG MOTION ESTIMATION IN ORITATE DISTRICT, SENDAI CITY, FOR THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE BASED ON EXTENDED SITE EFFECT SUBSTITUTION METHOD"},{"@language":"ja","@value":"拡張型サイト特性置換手法に基づく2011年東北地方太平洋沖地震における仙台市折立団地での強震動の評価"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2012.06.009"},{"@type":"OPENAIRE","@value":"doi_dedup___::d2dcb2e9a2b48710dd04f21ca4c60c1f"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.69.i_298_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"},{"@type":"CROSSREF","@value":"10.1186/s40623-016-0573-3_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.70.i_334_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.70.i_357_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"},{"@type":"CROSSREF","@value":"10.5610/jaee.14.1_117_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.69.186_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.70.i_560_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"},{"@type":"CROSSREF","@value":"10.5610/jaee.13.3_30_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"},{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2014.08.006_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"},{"@type":"CROSSREF","@value":"10.5610/jaee.16.4_195_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.71.i_894_references_DOI_DwFVan4EpcsBVCs5Byxs1iTtnxc"}]}