{"@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/1362825895702046848.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1785/0120100142"}},{"identifier":{"@type":"URI","@value":"https://syndication.highwire.org/content/doi/10.1785/0120100142"}}],"dc:title":[{"@value":"A Practical Method to Estimate Strong Ground Motions after an Earthquake, Based on Site Amplification and Phase Characteristics"}],"description":[{"notation":[{"@value":"Abstract  After a large earthquake, it is often required to estimate strong ground motions during the earthquake at a site where an engineering structure was damaged. In this article, a new practical method of strong-motion estimation is proposed, based on aftershock records both at the site of interest and at a nearby strong-motion station and on the record of the large event at the strong-motion station. The method is simply composed of three steps. First, the Fourier amplitude at the site of interest for the large event is evaluated by correcting the Fourier amplitude at the strong-motion station for the difference of the path effect and the site amplification factors at the two sites. Then, the Fourier phase at the site of interest during the large event is approximated by the Fourier phase for a small event that occurred close to the main rupture area of the large event. Finally, an inverse Fourier transform is conducted to obtain the time history of strong ground motions at the site of interest during the large event. The method is applied to strong-motion records during the 11 August 2009 Suruga Bay, Japan, earthquake ( M  w  6.2) to confirm its applicability. An obvious advantage of the proposed method is its simplicity. Unlike full strong-motion simulations, it does not require fault models. Therefore, the method will contribute to a prompt estimation of strong ground motions at a site of engineering interest after a large earthquake. At the same time, unlike conventional simple techniques, the present method is focusing not only on the spectral amplitude but also on the Fourier phase. Therefore, it leads to high-quality estimation of strong ground motions."}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1380285711829253129","@type":"Researcher","foaf:name":[{"@value":"Y. Hata"}]},{"@id":"https://cir.nii.ac.jp/crid/1382825895702046850","@type":"Researcher","foaf:name":[{"@value":"A. Nozu"}]},{"@id":"https://cir.nii.ac.jp/crid/1382825895702046849","@type":"Researcher","foaf:name":[{"@value":"K. Ichii"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"00371106"}],"prism:publicationName":[{"@value":"Bulletin of the Seismological Society of America"}],"dc:publisher":[{"@value":"Seismological Society of America (SSA)"}],"prism:publicationDate":"2011-03-22","prism:volume":"101","prism:number":"2","prism:startingPage":"688","prism:endingPage":"700"},"reviewed":"false","url":[{"@id":"https://syndication.highwire.org/content/doi/10.1785/0120100142"}],"createdAt":"2011-03-22","modifiedAt":"2017-11-03","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/1050845760713532672","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Some fluidized landslides triggered by the 2011 Tohoku Earthquake (Mw 9.0), Japan"}]},{"@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/1360302865726217216","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Use of Fourier phase characteristics and effective stress analyses for post-earthquake ground motion estimation: application to ESG6 blind prediction steps 2&3 dataset and JMA accelerometric data"}]},{"@id":"https://cir.nii.ac.jp/crid/1360585256672358912","@type":"Article","resourceType":"preprint","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Use of Fourier Phase Characteristics and Effective Stress Analyses: A Result for the ESG6 Blind Prediction Steps 2&amp;3"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205200778880","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic waveform estimation at the Higashitakezawa landslide induced by the 2004 Mid Niigata Prefecture Earthquake based on 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2004年新潟県中越地震における東竹沢地すべり地での地震動の推定"},{"@language":"ja-Kana","@value":"ケイケンテキ サイト ゾウフク ・ イソウ トクセイ オ コウリョ シタ キョウシンドウ ヒョウカ シュホウ ニ モトズク 2004ネン ニイガタケン チュウエツ ジシン ニ オケル ヒガシタケ サワ ジスベリチ デ ノ ジシンドウ ノ スイテイ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205201425280","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic waveform estimation at the Hanokidaira landslide induced by the 2011 off the Pacific coast of Tohoku Earthquake based on site effects substitution method"},{"@language":"ja","@value":"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葉ノ木平地すべり地での地震動の推定"},{"@language":"ja-Kana","@value":"サイト トクセイ チカン シュホウ ニ モトズク 2011ネン トウホク チホウ タイヘイヨウオキ ジシン ニ オケル ハ ノキ ヘイチスベリ チ デ ノ ジシンドウ ノ スイテイ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205349062656","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"2014年長野県北部の地震における白馬村神城地域での高密度常時微動計測に基づく地震動の評価と住家のフラジリティカーブの構築"},{"@language":"en","@value":"EVALUATION OF STRONG MOTION AND FRAGILITY CURVE IN KAMISHIRO DISTRICT, HAKUBA VILLAGE, NAGANO PREFECTURE FOR THE 2014 NORTHERN NAGANO PREFECTURE EARTHQUAKE"}]},{"@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/1390001205349708672","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"CONTINUOUS GROUND MOTION-TSUNAMI DAMAGE SIMULATION OF A RIVER DYKE DUE TO THE 2011 TOHOKU EARTHQUAKE"},{"@language":"ja","@value":"河川堤防における強震動および津波の複合影響に関するハイブリッド解析"}]},{"@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/1390001205349904384","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"DAMAGE MECHANISM OF THE NAKAGAWA WATER-PIPE BRIDGE DURING THE 2011 TOHOKU EARTHQUAKE"},{"@language":"ja","@value":"東北地方太平洋沖地震における那珂川水管橋の被害メカニズム"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205349940224","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"THE DIFFERENCES IN THE ESTIMATED STRONG MOTION WAFEFORMS DUE TO THE DIFFERENCES IN THE WAVEFORMS OF SMALL MOTIONS"},{"@language":"ja","@value":"要素地震波の時刻歴波形の差異が推定地震動の波形の差異に及ぼす影響の検討"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205350262272","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SOURCE MODELING OF THE OFF MIYAGI INTRASLAB EARTHQUAKE OF MAY 26, 2003 WITH SPECIAL REFERENCE TO STRONG GROUND MOTIONS IN KITAKAMI BASIN"},{"@language":"ja","@value":"北上盆地内の地震動の再現性に着目した2003年5月26日宮城県沖スラブ内地震の震源モデル"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205350806400","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"サイト増幅特性置換手法に基づく2016年熊本地震における熊本城の地震動の評価"},{"@language":"en","@value":"EVALUATION OF STRONG GROUND MOTION IN KUMAMOTO CASTLE DURING THE 2016 KUMAMOTO EARTHQUAKE SEQUENCE FOCUSED ON DIFFERENCE OF SITE AMPLIFICATION FACTORS"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205350942720","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"常時微動計測および臨時地震観測に基づく2016年熊本地震の前震・本震における御船町営中原団地での強震動の評価"},{"@language":"en","@value":"GROUND MOTION ESTIMATION AT RESIDENTIAL LAND IN MIFUNE TOWN FOR THE 2016 KUMAMOTO EARTHQUAKE SEQUENCE BASED ON MICROTREMOR MEASUREMENTS AND SEISMIC OBSERVATION"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205352562560","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EX POST FACTO ESTIMATION OF THE DAMAGE OF QUAYWALLS CAUSED BY GROUND MOTION OF THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE"},{"@language":"ja","@value":"東北地方太平洋沖地震における地震動による漁港施設の被害の事後推定"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205357371520","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"2016年熊本地震で被災した秋田・沼山津水源井における地震動の評価"},{"@language":"en","@value":"Ground Motion Estimation at Akita and Numayamazu Production Wells for the Foreshock and the Main Shock of the 2016 Kumamoto Earthquake"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205357915776","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"2016年熊本地震によって通潤橋に作用した地震動の評価"},{"@language":"en","@value":"Ground Motion Evaluation at Tsujun Bridge, Yamato Town for the Foreshock and the Main Shock of the 2016 Kumamoto Earthquake"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205357969280","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Ground Motion Evaluation at Yokokura Village for the 2011 Nagano - Niigata Border Earthquake Based on the Site-effect Substitution Method"},{"@language":"ja","@value":"サイト特性置換手法に基づく2011 年長野・新潟県境地震における栄村横倉集落での地震動の評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205358306432","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"2014年長野県北部の地震における震源域周辺の地震動強さ"},{"@language":"en","@value":"Ground Motion Intensity around the Near Source Region of the 2014 Northern Nagano Prefecture Earthquake, Japan"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205358335232","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic Waveform Evaluation at Watercourse Closure Sites For the 2008 Iwate-Miyagi Nairiku Earthquake Based on Empirical Site Amplification and Phase Effects"},{"@value":"経験的サイト増幅・位相特性を考慮した2008 年岩手・宮城内陸地震における河道閉塞地点での地震動の評価"}]},{"@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/1390001205358530176","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"サイト特性置換手法に基づく既往の大規模地震における我孫子市布佐地区での地震動の評価"},{"@language":"en","@value":"Seismic Waveform Evaluation at a Ground Disaster Site - Fusa District, Abiko City, Chiba Prefecture - for the Past Large-scale Earthquakes Based on the Site-effect Substitution Method"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205358610176","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic Waveform Evaluation at Naka-River Aqueduct Site for the 2011 off the Pacific Coast of Tohoku Earthquake Based on the Site-effect Substitution Method"},{"@language":"ja","@value":"経験的サイト増幅・位相特性を考慮した2011 年東北地方太平洋沖地震における那珂川水管橋での地震動の評価"}]},{"@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/1390282680234842112","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Retraction：Evaluation of the site amplification factor with considerations of soil nonlinearity"},{"@language":"ja","@value":"撤回：地盤非線形応答時のサイト増幅特性の評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680325735808","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"2014年長野県北部の地震における白馬村神城地域での臨時余震観測に基づく強震動の広域評価"},{"@language":"en","@value":"STRONG MOTION ESTIMATION WITH HIGH DENSITY IN KAMISHIRO DISTRICT, HAKUBA VILLAGE FOR THE 2014 NORTHERN NAGANO PREFECTURE EARTHQUAKE BASED ON TEMPORARY AFTERSHOCK OBSERVATION AND NEWLY DEVELOPED CHARACTERIZED SOURCE MODEL"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680325942784","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"2014年長野県北部の地震における白馬村神城地域での住家被害と地盤震動特性の関係"},{"@language":"en","@value":"EVALUATION OF SITE AMPLIFICATION FACTORS IN KAMISHIRO DISTRICT, HAKUBA VILLAGE, NAGANO PREFECTURE BASED ON MICROTREMOR MEASUREMENTS WITH HIGH DENSITY"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680325972736","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SEISMIC WAVEFORM ESTIMATION AT THE OUMIGAWA LANDSLIDE INDUCED BY THE 2007 NIIGATAKEN CHUETSU-OKI EARTHQUAKE BASED ON SITE EFFECT SUBSTITUTION METHOD"},{"@language":"ja","@value":"サイト特性置換手法に基づく2007年新潟県中越沖地震における青海川地すべり地での地震動の評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680326054784","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STRONG MOTION ESTIMATION AT THE SHIBACHO APARTMENT HOUSE IN KANAZAWA WARD, YOKOHAMA CITY DAMAGED BY THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE (<i>M<sub>W</sub></i>9.0) BASED ON SITE EFFECT SUBSTITUTION METHOD"},{"@language":"ja","@value":"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横浜・柴町集合住宅での地震動の評価"},{"@value":"STRONG MOTION ESTIMATION AT THE SHIBACHO APARTMENT HOUSE IN KANAZAWA WARD, YOKOHAMA CITY DAMAGED BY THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE (MW9.0) BASED ON SITE EFFECT SUBSTITUTION METHOD"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680326080640","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STRONG MOTION ESTIMATION IN MIDORIGAOKA, 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緑ヶ丘団地での強震動の評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680326285568","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"INVESTIGATION OF DAMAGE RATIO OF WATER DISTRIBUTION PIPELINE IN SENDAI CITY AFTER THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE"},{"@language":"ja","@value":"東北地方太平洋沖地震における宮城県仙台市の水道管路被害状況の分析"}]},{"@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"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680327510400","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"臨時地震観測に基づく2016年熊本地震の前震による高速道路盛土の被災地点での強震動の評価"},{"@language":"en","@value":"EVALUATION OF GROUND MOTION AT AKITSU RIVER BRIDGE ALONG KYUSHU EXPRESSWAY DURING THE FORESHOCK OF THE 2016 KUMAMOTO EARTHQUAKE BASED ON TEMPORARY AFTERSHOCK OBSERVATION"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680327659648","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"疑似点震源モデルに基づく1993年能登半島沖地震によって被災した市街地での地震動の評価"},{"@language":"en","@value":"SEISMIC WAVEFORM ESTIMATION AT DAMAGE SITES OF KINOURA TUNNEL AND SUZU-HACHIMAN SHRINE, SUZU CITY, JAPAN, DURING THE 1993 OFF NOTO PENINSULA EARTHQUAKE BASED ON THE PSEUDO POINT-SOURCE MODEL"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680334748416","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Ground Motion Evaluation at the Rokko Bridge for the 2011 off the Pacific Coast of Tohoku Earthquake"},{"@language":"ja","@value":"2011 年東北地方太平洋沖地震で被災した橋梁での余震観測と地震動の推定"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680335759360","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Aftershock Observation and Ground Motion Evaluation at the Earth Banks in Yamamoto Town Damaged by the 2011 Tohoku Earthquake"},{"@language":"ja","@value":"2011 年東北地方太平洋沖地震で被災した盛土での余震観測と地震動の評価"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680407451776","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EARTHQUAKE SOURCE AND GROUND MOTION CHARACTERISTICS IN EASTERN JAPAN DURING THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE"}]},{"@id":"https://cir.nii.ac.jp/crid/2051714791863290240","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Real-time seismic intensity prediction using frequency-dependent site amplification factors"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1785/0120100142"},{"@type":"OPENAIRE","@value":"doi_dedup___::5f8af3fe1e5bca1e67b0782e82135c50"},{"@type":"CROSSREF","@value":"10.2208/jscejoe.69.i_281_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.69.i_298_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.69.153_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.11.5_41_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.12.4_374_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.12.2_60_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.72.i_984_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.3208/jgs.7.139_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.16.1_322_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.1186/s40623-016-0573-3_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/journalofjsce.1.1_329_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.70.i_334_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.70.377_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.69.i_171_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.3313/jls.49.51_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.14.1_117_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.1016/j.geomorph.2013.11.009_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.16.2_74_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.1186/s40623-023-01854-z_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.1186/s40623-016-0467-4_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.70.i_369_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.68.167_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.68.265_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.13.3_57_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.72.i_871_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.17.4_182_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.21203/rs.3.rs-2122690/v1_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.69.186_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.70.i_958_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.69.i_207_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.70.i_560_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.3313/jls.49.109_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.12.3_49_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.13.3_30_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.73.i_988_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2014.08.006_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.72.i_55_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.16.4_195_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.73.i_981_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.73.i_787_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.2208/jscejseee.73.i_778_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"},{"@type":"CROSSREF","@value":"10.5610/jaee.17.5_139_references_DOI_VIdMD7RWN5DCjXxBWBhahDauIsF"}]}