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四川汶川5.12地震房屋震害分析及抗震對策建議
婁宇 葉正強(qiáng) 胡孔國 吳耀輝 譚壯 汪訓(xùn)流
摘 要

(中國電子工程設(shè)計院  北京 100840)
[摘要]介紹了四川汶川強(qiáng)烈地震發(fā)生后主要地震影響地區(qū)的災(zāi)情。分析了房屋震害的原因主要有三個方面:實際發(fā)生的地震超過抗震設(shè)防烈

度;部分建筑未按國家標(biāo)準(zhǔn)設(shè)計與建造或原來的抗震設(shè)防標(biāo)準(zhǔn)比較低。建議災(zāi)后應(yīng)進(jìn)一步完善國家地震區(qū)劃圖和建設(shè)標(biāo)準(zhǔn)規(guī)范,適當(dāng)提高抗震

設(shè)防標(biāo)準(zhǔn),做好地震區(qū)震害調(diào)查和重建的整體規(guī)劃,將村鎮(zhèn)建筑納入國家規(guī)范體系。
[關(guān)鍵詞]地震;震害;抗震設(shè)計;抗震設(shè)防烈度;抗震設(shè)防標(biāo)準(zhǔn);抗震措施
Damage Analysis of Wenchuan  Earthquake and Suggested Seismic Fortification Measures
 Lou Yu,Ye Zhengqiang,Hu Kongguo,Wu Yaohui,Tan Zhuang,Wang Xunliu(China Electronics Engineering Design Institute,

Beijing 100840,China)
Abstract:The disaster situation in major earthquake-affected area after the Wenchuan strong earthquake in  Sichuan is

introduced. The major causes that induce building damage are found and presented:i) actual seismic intensity exceeds the

seismic fortification intensity; ii) buildings were not designed or constructed under the guidance of national standards or

the original seismic fortification criterion is not adequate; and iii) unqualified design or construction. It is suggested

that i) the national seismic zoning map and construction standards should be further improved; ii) seismic fortification

criterion should have sufficient adequacy; iii) disaster investigation in the earthquake area and global planning for

reconstruction should be well implemented; and iv) the building design and construction in country area should be subject to

national standards system.
Keywords:earthquake damage; seismic; design;  fortification intensity;  fortification criterion;  fortification measures
作者簡介:婁宇(1966-),男,工學(xué)博士,教授級高級工程師,副院長兼總工程師
參考文獻(xiàn)
[1]建筑抗震設(shè)計規(guī)范(GB50011—2001) [S]. 北京: 中國建筑工業(yè)出版社,2001
[2]建筑工程抗震設(shè)防分類標(biāo)準(zhǔn)(GB50223—2004)[S]. 北京: 中國建筑工業(yè)出版社,2004[3]5.12汶川地震地震烈度分布圖. 美國國家

地質(zhì)調(diào)查局網(wǎng)站,2008
[4]四川5.12地震受災(zāi)情況調(diào)研報告[R]. 工業(yè)和信息化部四川5.12地震調(diào)研組,2008

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