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——中日聯(lián)合考察團(tuán)（執(zhí)筆：周福霖1，崔鴻超2，安部重孝（日）3，呂西林4，孫玉平（日）5，李振寶6，李?lèi)?ài)群7，馮德民（日）8，李英民9，薛松濤（日）10, 包聯(lián)進(jìn)11）（1 廣州大學(xué)工程抗震研究中心，廣州 510405；2 上海中巍結(jié)構(gòu)設(shè)計(jì)事務(wù)所有限公司，上海 200135；3 日本建筑構(gòu)造技術(shù)者協(xié)會(huì)，東京 102-0075；4 同濟(jì)大學(xué)結(jié)構(gòu)工程與防災(zāi)研究所，上海 200092；5 神戶(hù)大學(xué)工學(xué)研究科，神戶(hù) 657-8501；6 北京工業(yè)大學(xué)，北京 100124；7東南大學(xué)混凝土及預(yù)應(yīng)力混凝土結(jié)構(gòu)教育部重點(diǎn)實(shí)驗(yàn)室，南京 210096；8 日本藤田公司技術(shù)中心，厚木 243-0125；9 重慶大學(xué)土木工程學(xué)院，重慶 400045；10 東北工業(yè)大學(xué)工學(xué)部建筑系，仙臺(tái) 980-8555；11 華東建筑設(shè)計(jì)研究院有限公司，上海 200092）

［摘要］日本的東日本大地震是近年來(lái)最大震級(jí)的地震，地震本身及造成的震害均具有很多特點(diǎn)。中日聯(lián)合考察團(tuán)將現(xiàn)場(chǎng)的考察及對(duì)有關(guān)問(wèn)題研討的主要內(nèi)容寫(xiě)成本報(bào)告。對(duì)東日本大地震基本情況及主要特點(diǎn)，尤其是海嘯的發(fā)生及范圍、特征與嚴(yán)重程度作了重點(diǎn)介紹。地震災(zāi)害中由地震直接導(dǎo)致的建筑受害不嚴(yán)重，除介紹了震害總體狀況，著重介紹了海嘯造成的破壞狀況及嚴(yán)重程度。除一般震況、震害外，報(bào)告中特別針對(duì)本次地震特點(diǎn)及國(guó)內(nèi)關(guān)心的問(wèn)題，重點(diǎn)說(shuō)明了以下內(nèi)容：長(zhǎng)周期地震動(dòng)的影響是本次地震的一個(gè)特點(diǎn)，介紹了其特性及造成的影響與有待研究的問(wèn)題；日本減、隔震技術(shù)的發(fā)展現(xiàn)狀以及在本次地震中的表現(xiàn)，同時(shí)對(duì)減、隔震建筑的發(fā)展中的問(wèn)題作了說(shuō)明；抗震加固工程在地震中的狀況、經(jīng)驗(yàn)與導(dǎo)向；對(duì)普遍關(guān)心的日本核電站的抗震設(shè)計(jì)，結(jié)合福島核電站的事故作了介紹；經(jīng)過(guò)本次地震之后，日本建設(shè)主管部門(mén)對(duì)建筑結(jié)構(gòu)抗震初步考慮的對(duì)策。

［關(guān)鍵詞］東日本大地震；震害; 海嘯；長(zhǎng)周期；減震；隔震；抗震加固；核電站；核災(zāi)害

中圖分類(lèi)號(hào)：TU3，P316文獻(xiàn)標(biāo)識(shí)碼：A文章編號(hào)：1002-848X(2012)04-0001-20

Inspection report  of the disaster of the East Japan earthquake  by Sino-Japanese joint mission

Zhou Fulin1, Cui Hongchao2, Shigetaka ABE3, Lü Xilin4, Sun Yuping5, Li Zhenbao6,Li Aiqun7, Feng Demin8, Li Yingmin9, Xue Songtao10, Bao Lianjin11（1 Guangzhou University，Earthquake Engineering R. & T.Center (EERTC)，Guangzhou 510405，China；2 China Majesty Structure Design Office Co.，Ltd.，Shanghai 200135，China；3 Japan Structural Consultants Association，Tokyo 102-0075，Japan； 4 Research Institute of Structural Engineering and Disaster Reduction， Tongji University，Shanghai 200092，China；5 Kobe University，Kobe 657-8501，Japan；6 Beijing University of Technology，Beijing 100124，China；7 Key Laboratory of Concrete and Prestressed Concrete Structures of Minstry of Education，Southeast University，Nanjing 210096，China；8 Technology Development Division，F(xiàn)ujita Corp.，Atsugi 243-0125，Japan；9 College of Civil Engineering，Chongqing University，Chongqing 400045，China；10 Department of Architecture，F(xiàn)aculty of Engineering，Tohoku Institute of Technology，Sendai City  980-8555，Japan；11 East China Architectural Design & Research Institute，Shanghai 200092，China）

Abstract:East Japan earthquake is the largest magnitude earthquake in recent years, the earthquake itself and the result of earthquake damage have many unique features. This report contains  the site visit of the Sino-Japanese joint delegation and the main content of the related discussed issues. The first is the basic and main features of the East Japan earthquake, tsunami and scope, characteristics and severity made the highlights. Destruction of buildings in the earthquake disaster that are directly caused by the earthquake is not serious. In addition to the general earthquake situation and earthquake damage, the report specifically for the seismic characteristics and domestic concern, highlights the following contents. The long-period ground motion is a feature of this earthquake, and  it describes its characteristics, impact and the issue to be examined; Energy-dissipated and seismically isolated technology development status and performance in the earthquake are described in detail, at the same time  the issue of development of the damping and isolation is explained; It also explains the situation in the earthquake,  experience and guide of seismic reinforcement works; Widespread concern in the seismic design of nuclear power plants, combined with the Fukushima nuclear power plant accident, has made a presentation; Finally, it describes the  seismic countermeasures on building structures by construction authorities in Japan after the earthquake.

Keywords:East Japan earthquake; earthquake disaster; tsunami; long-period; energy-dissipation; seismic isolation; seismic reinforcement; nuclear power plant; nuclear disaster

作者簡(jiǎn)介：周福霖，中國(guó)工程院院士，教授，博士生導(dǎo)師，國(guó)際隔震減震控制學(xué)會(huì)（ASSISI）主席，中國(guó)建筑學(xué)會(huì)抗震防災(zāi)分會(huì)、結(jié)構(gòu)減震控制專(zhuān)業(yè)委員會(huì)主任委員。

參考文獻(xiàn)

［1］日本建筑學(xué)會(huì).2011年?yáng)|北地方太平洋沖地震災(zāi)害調(diào)查速報(bào)［R］.2011.

［2］崔鴻超.日本兵庫(kù)縣南部地震震害綜述［J］.建筑結(jié)構(gòu)學(xué)報(bào)，1996，17(1)：2-13,26.

［3］http://www.kik.bosai.go.jp/kik/index_en.shtml.

［4］http://www.k-net.bosai.go.jp/.

［5］FUKUSHIMA Y, BERGE-THIERRY C, VOLANT P, et al.  Attenuation relation for West Eurasia determined with recent near-fault records from California, Japan and Turkey［J］. J. Earthquake Engineering, 2003 (7): 1-26.

［6］NOBUO HURUKAWA. Lessons learnt from the recent off the Pacific Coast of Tohoku Earthquake in Japan［R］. Santiago: Presentation at the UNESCO-IPRED-PUC International Worksh“Protecting Structures,Saving Lives”.2011. http://www.kenken.go.jp/japanese/contents/topics/20110311/pdf/presentation110727.pdf.

［7］地震調(diào)査委員會(huì),長(zhǎng)周期地震動(dòng)予測(cè)地図2009年試作版［M］.2009. http://www.jishin.go.jp/main/chousa/09_choshuki/choshuki2009_c1.pdf.

［8］太田外氣晴, 座間信作. 巨大地震と大規(guī)模構(gòu)造物: 長(zhǎng)周期地震動(dòng)による被害と対策［M］. 共立出版, 2005.

［9］TAKASHI FURUMURA, SHUNSUKE TAKEMURA, SHINAKO NOGUCHI, et al. Strong ground motions from the 2011 off-the Pacific-Coast-of-Tohoku, Japan (Mw=90) earthquake obtained from a dense nationwide seismic network［J］. Landslides, 2011 (8):333-338. DOI 10.1007/s10346-011-0279-3.

［10］彭巖.日本《長(zhǎng)周期地震動(dòng)預(yù)測(cè)地圖》簡(jiǎn)介［J］. 國(guó)際地震動(dòng)態(tài), 2010(11):8-11.

［11］http://upload.wikimedia.org/wikipedia/commons/3/3f/Tokyo_Tower_20060211.JPG.

［12］http://hgc.blog.so-net.ne.jp/_images/blog/_d38/hgc/tokyotower11031201.jpg.

［13］http://ja.wikipedia.org/wiki/%E6%9D%B1%E4%BA%AC%E9%83%BD%E5%BA%81%E8%88%8E.

［14］http://www.zaimu.metro.tokyo.jp/kentikuhozen/20l5 k201.pdf.

［15］http://www.asahi.com/national/update/0419/TKY20 1104190244.html.

［16］細(xì)澤治,木村雄一他.長(zhǎng)周期地震動(dòng)対策を行った超高層ビルの観測(cè)記録と制振効果，第39 回地盤(pán)震動(dòng)シンポジウム［M］.2011.

［17］http://ja.wikipedia.org/wiki/%E5%A4%A7%E9%98%AA%E5%BA%9C%E5%92%B2%E6%B4%B2%E5%BA%81%E8%88%8E.

［18］http://smo.kenken.go.jp/ja/smdb/drawwave/20110 3111446SKS/01F.

［19］http://smo.kenken.go.jp/ja/smdb/drawwave/20110 3111446SKS/52FN.

［20］http://www.pref.osaka.jp/otemaemachi/saseibi/bousai tai.html.

［21］李?lèi)?ài)群. 工程結(jié)構(gòu)減振控制［M］. 北京: 機(jī)械工業(yè)出版社, 2007.

［22］滕軍. 結(jié)構(gòu)振動(dòng)控制的理論、技術(shù)和方法［M］. 北京: 科學(xué)出版社, 2009.

［23］周福霖. 結(jié)構(gòu)減震控制［M］. 北京: 地震出版社, 1997.

［24］詹添全. 超高層隔震建筑物結(jié)構(gòu)設(shè)計(jì)技術(shù)［R］. 

［25］www.cibw114.net.

［26］YOSHIKAZU FUKASAWA. Recent trends of seismic isolation in Japan［R］. 2007.

［27］許義明. 從日本311震災(zāi)省思居住建筑的安全［J］. 新北市雜志，2011(11):81-84.

［28］運(yùn)営委員會(huì).2010年度免震制振建物データ集積結(jié)果［R］.日本免震構(gòu)造協(xié)會(huì),MENSIN NO.73,2011/08.

［29］安部重孝. 2011.3.11東日本大震災(zāi)の報(bào)告［R］. 中國(guó)レンガ造耐震検討ワークショップ，2011.

［30］孫玉平. 耐震補(bǔ)強(qiáng)された建物の被災(zāi)狀況と考察（注意點(diǎn)）［R］. 中國(guó)レンガ造耐震検討ワークショップ，2011.

［31］薛松濤. 311地震中的隔震，制振，加固過(guò)的結(jié)構(gòu)以及海嘯荷載-日本東北地方太平洋沖地震現(xiàn)場(chǎng)考查報(bào)告［R］. 中國(guó)レンガ造耐震検討ワークショップ，2011.

［32］www.asahi.com/national/updata/0704/TKY2011070422 4.html.

［33］http://www.kenken.go.jp/japanese/contents/topics/20110311/pdf/20110311saigai-013.pdf.

［34］秋山宏.福島第一核電站放射物質(zhì)泄漏事故及其背景［J］.日本建筑學(xué)會(huì)建筑雜志，2011(10):22-26.

［35］東日本大震害中核電站的影響以及現(xiàn)狀［J/OL］.東京電力公司網(wǎng)站，2012.