{"@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/1390001205358063232.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.5610/jaee.7.2_215"}},{"identifier":{"@type":"URI","@value":"https://www.jstage.jst.go.jp/article/jaee2001/7/2/7_2_215/_pdf"}},{"identifier":{"@type":"NAID","@value":"130003814375"}},{"identifier":{"@type":"NAID","@value":"10030566376"}}],"resourceType":"学術雑誌論文(journal article)","dc:title":[{"@language":"ja","@value":"スペクトルインバージョンに基づく全国の強震観測地点におけるサイト増幅特性とこれを利用した強震動評価事例"},{"@language":"en","@value":"Site Amplification Factors for Strong-Motion Sites in Japan Based on Spectral Inversion Technique and Their Use for Strong-Motion Evaluation"}],"description":[{"type":"abstract","notation":[{"@language":"en","@value":"Site amplification factors were evaluated for strong-motion sites in Japan by using the spectral inversion technique. The seimic moment calculated from the source spectra, which were obtained through the analysis, agrees well with that of the CMT solution of the F-net, indicating the validity of the newly-introduced criteria to determine the reference site. Because the site amplification factors obtained in this study include the effects of later phases, they are suitable to be used for simulating strong ground motions by Kowada's method. Strong ground motions from the 1995 Hyogo-ken Nanbu, the 1968 Tokachi-oki and the 2003 Tokachi-oki eathquakes were simutated by the method to confirm the usefulness of the site amplification factors obtained in this study."},{"@language":"ja","@value":"本研究は、全国のK-NET、KiK-net等の強震記録に対してスペクトルインバージョンを適用し、強震観測地点におけるサイト増幅特性を求め、また、これを利用した強震動シミュレーションを実施し、その有用性を示したものである。スペクトルインバージョンに関しては、すでに類似の研究も行われているが、本研究では、後続位相を含む波形全体から計算されるフーリエスペクトルを解析の対象とすることにより、古和田他の方法による強震動評価に適したサイト増幅特性の算定を行っている。また、基準観測点の選定に関しても新たなクライテリアを設けている。解析の結果得られた震源スペクトルから地震モーメントを計算したところ、F-net のCMT 解と良く一致する結果となった。また、算定されたサイト増幅特性を利用し、既往の内陸活断層地震および海溝型地震を対象に、古和田他の方法による強震動シミュレーションを実施した結果、適切な震源モデルさえ与えられれば、0.2-1Hz の速度波形を適切に評価できる見通しが得られた。"}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1420282801188307712","@type":"Researcher","personIdentifier":[{"@type":"KAKEN_RESEARCHERS","@value":"60371770"},{"@type":"NRID","@value":"1000060371770"},{"@type":"NRID","@value":"9000258263822"},{"@type":"NRID","@value":"9000404650451"},{"@type":"NRID","@value":"9000403293489"},{"@type":"NRID","@value":"9000258263096"},{"@type":"NRID","@value":"9000333206515"},{"@type":"NRID","@value":"9000283643788"},{"@type":"NRID","@value":"9000243711223"},{"@type":"NRID","@value":"9000018698357"},{"@type":"NRID","@value":"9000323842689"},{"@type":"NRID","@value":"9000254346068"},{"@type":"NRID","@value":"9000258263955"},{"@type":"NRID","@value":"9000361688712"},{"@type":"NRID","@value":"9000022042912"},{"@type":"NRID","@value":"9000323842498"},{"@type":"NRID","@value":"9000401224617"},{"@type":"NRID","@value":"9000241625526"},{"@type":"NRID","@value":"9000283643753"},{"@type":"NRID","@value":"9000397844708"},{"@type":"NRID","@value":"9000323842464"},{"@type":"NRID","@value":"9000345397863"},{"@type":"NRID","@value":"9000303998790"},{"@type":"NRID","@value":"9000258264135"},{"@type":"NRID","@value":"9000410904462"},{"@type":"NRID","@value":"9000258264033"},{"@type":"NRID","@value":"9000258262375"},{"@type":"NRID","@value":"9000391689886"},{"@type":"NRID","@value":"9000314385944"},{"@type":"NRID","@value":"9000258264030"},{"@type":"NRID","@value":"9000330328667"},{"@type":"NRID","@value":"9000243711337"},{"@type":"NRID","@value":"9000317156813"},{"@type":"NRID","@value":"9000305641929"},{"@type":"NRID","@value":"9000258263858"},{"@type":"NRID","@value":"9000283643771"},{"@type":"NRID","@value":"9000290361965"},{"@type":"NRID","@value":"9000317156815"},{"@type":"NRID","@value":"9000401223754"},{"@type":"NRID","@value":"9000022008740"},{"@type":"NRID","@value":"9000345397841"},{"@type":"NRID","@value":"9000410135420"},{"@type":"NRID","@value":"9000257908622"},{"@type":"NRID","@value":"9000283604682"},{"@type":"NRID","@value":"9000022047795"},{"@type":"NRID","@value":"9000318586968"},{"@type":"NRID","@value":"9000323842466"},{"@type":"NRID","@value":"9000309568871"},{"@type":"NRID","@value":"9000022008917"},{"@type":"NRID","@value":"9000367045139"},{"@type":"NRID","@value":"9000265542986"},{"@type":"NRID","@value":"9000333206484"},{"@type":"NRID","@value":"9000018698289"},{"@type":"NRID","@value":"9000347128125"},{"@type":"NRID","@value":"9000305641944"},{"@type":"RESEARCHMAP","@value":"https://researchmap.jp/atsushinozu"}],"foaf:name":[{"@language":"ja","@value":"野津 厚"},{"@language":"en","@value":"NOZU Atsushi"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Port and Airport Research Institute"},{"@language":"ja","@value":"独立行政法人港湾空港技術研究所"}]},{"@id":"https://cir.nii.ac.jp/crid/1410001205358063232","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000254346069"}],"foaf:name":[{"@language":"ja","@value":"長尾 毅"},{"@language":"en","@value":"NAGAO Takashi"}],"jpcoar:affiliationName":[{"@language":"en","@value":"National Institute for Land and Infrastructure Management"},{"@language":"ja","@value":"国土技術政策総合研究所"}]},{"@id":"https://cir.nii.ac.jp/crid/1410001205358063233","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000254346070"}],"foaf:name":[{"@language":"ja","@value":"山田 雅行"},{"@language":"en","@value":"YAMADA Masayuki"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"株式会社ニュージェック"}]}],"publication":{"publicationIdentifier":[{"@type":"EISSN","@value":"18846246"},{"@type":"LISSN","@value":"18846246"}],"prism:publicationName":[{"@language":"ja","@value":"日本地震工学会論文集"},{"@language":"en","@value":"Journal of Japan Association for Earthquake Engineering"},{"@language":"en","@value":"Journal of JAEE"},{"@language":"en","@value":"J. of JAEE"},{"@language":"ja","@value":"地震工学会論文集"},{"@language":"ja","@value":"日本地震工学会論文集"}],"dc:publisher":[{"@language":"en","@value":"JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING"},{"@language":"ja","@value":"公益社団法人 日本地震工学会"}],"prism:publicationDate":"2007","prism:volume":"7","prism:number":"2","prism:startingPage":"215","prism:endingPage":"234"},"reviewed":"false","dcterms:accessRights":"http://purl.org/coar/access_right/c_abf2","url":[{"@id":"https://www.jstage.jst.go.jp/article/jaee2001/7/2/7_2_215/_pdf"}],"availableAt":"2007","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=%E5%9C%B0%E9%9C%87%E5%8B%95","dc:title":"地震動"},{"@id":"https://cir.nii.ac.jp/all?q=%E3%82%B5%E3%82%A4%E3%83%88%E5%A2%97%E5%B9%85%E7%89%B9%E6%80%A7","dc:title":"サイト増幅特性"},{"@id":"https://cir.nii.ac.jp/all?q=%E4%BD%8D%E7%9B%B8%E7%89%B9%E6%80%A7","dc:title":"位相特性"},{"@id":"https://cir.nii.ac.jp/all?q=%E3%82%B9%E3%83%9A%E3%82%AF%E3%83%88%E3%83%AB%E3%82%A4%E3%83%B3%E3%83%90%E3%83%BC%E3%82%B8%E3%83%A7%E3%83%B3","dc:title":"スペクトルインバージョン"},{"@id":"https://cir.nii.ac.jp/all?q=%E5%BC%B7%E9%9C%87%E5%8B%95%E8%A9%95%E4%BE%A1","dc:title":"強震動評価"},{"@id":"https://cir.nii.ac.jp/all?q=Strong%20Ground%20Motion","dc:title":"Strong Ground Motion"},{"@id":"https://cir.nii.ac.jp/all?q=Site%20Amplification%20Factor","dc:title":"Site Amplification Factor"},{"@id":"https://cir.nii.ac.jp/all?q=Phase%20Characteristics","dc:title":"Phase Characteristics"},{"@id":"https://cir.nii.ac.jp/all?q=Spectral%20Inversion","dc:title":"Spectral Inversion"},{"@id":"https://cir.nii.ac.jp/all?q=Strong%20Motion%20Evaluation","dc:title":"Strong Motion Evaluation"}],"project":[{"@id":"https://cir.nii.ac.jp/crid/1040282257413677184","@type":"Project","projectIdentifier":[{"@type":"KAKEN","@value":"17560438"},{"@type":"JGN","@value":"JP17560438"},{"@type":"URI","@value":"https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-17560438/"}],"notation":[{"@language":"ja","@value":"海溝型地震のやや長周期成分の不確定性を考慮した沿岸域防災施設の耐震性能評価法"},{"@language":"en","@value":"Evaluation of seismic safety of coastal facilities taking into account the variability of strong ground motions"}]}],"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/1360588381078149632","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Transfer learning model for estimating site amplification factors from limited microtremor H/V spectral 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EXPRESSWAY"},{"@language":"ja","@value":"常時微動計測に基づく高速道路盛土の入力地震動設定法の検討"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205351040768","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A STUDY ON ESTIMATION METHOD OF AMPLIFICATION FACTOR AT SITES WITH THIN SEDIMENTARY LAYER"},{"@value":"堆積層が薄い地点におけるサイト増幅特性の簡易評価法の検討"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205357968256","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A Super Asperity Model 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を対象としたスーパーアスペリティモデルの提案"}]},{"@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/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/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/1390001205358728704","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Nonlinear Behavior of Soft Soil Deposits during the 2011 Off the Pacific Coast of Tohoku Earthquake Based on Strong Motion Records in Wide Area of East Japan"},{"@language":"ja","@value":"広域の強震記録から推定される2011 年東北地方太平洋沖地震の表層地盤の非線形挙動"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205359518592","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"GENERATION OF STRONG MOTION PULSES DURING HUGE SUBDUCTION EARTHQUAKES AND SCALING OF THEIR GENERATION AREAS"},{"@language":"ja","@value":"海溝型巨大地震における強震動パルスの生成とその生成域のスケーリング"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205605040000","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SOURCE MODELING OF THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE USING EMPIRICAL GREEN'S FUNCTION METHOD"},{"@language":"ja","@value":"経験的グリーン関数法に基づく2011年東北地方太平洋沖地震の震源モデル"},{"@value":"経験的グリーン関数法に基づく2011年東北地方太平洋沖地震の震源モデル : プレート境界地震の短周期レベルに着目して"},{"@language":"ja-Kana","@value":"ケイケンテキ グリーン カンスウホウ 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 ノ シンゲン モデル : プレート キョウカイ ジシン ノ タンシュウキ レベル ニ チャクモク シテ"},{"@value":"Source modeling of the 2011 off the Pacific coast of Tohoku earthquake using empirical Green's function method –From the viewpoint of the short-period spectral level of interplate earthquakes–"},{"@value":"Source modeling of the 2011 off the Pacific coast of Tohoku earthquake using empirical Green’s function method—From the viewpoint of the short period spectral level of interplate earthquakes—"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001206495186048","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"フィルタ操作を用いた常時微動H/Vスペクトル比のピーク周波数の効率的な検出方法"},{"@language":"en","@value":"An efficient detection method of the peak frequency of microtremor H/V spectral ratio by using a low-pass filter"},{"@language":"ja-Kana","@value":"フィルタ ソウサ オ モチイタ ジョウジ ビドウ H/Vスペクトルヒ ノ ピーク シュウハスウ ノ コウリツテキ ナ ケンシュツ ホウホウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390010457646223872","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"ESTIMATION OF SOURCE PARAMETERS, LOCAL ATTENUATION STRUCTURE, AND SITE EFFECTS USING TWO-STEP SPECTRAL INVERSION 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CAUSALITY-"},{"@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の改良　　‐因果性を満足する地震波の生成‐"},{"@value":"SIMULATION OF STRONG GROUND MOTIONS USING EMPIRICAL SITE AMPLIFICATION AND PHASE CHARACTERISTICS"}]},{"@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 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