参考文献/References:
[1] 東日本大震災からの復興の状況と取組[EB/OL].[2020-09]. https://www.reconstruction.go.jp/topics/main-cat7/sub-cat7-2/202009_Pamphlet_fukko-jokyo-torikumi.pdf.
[2] 孙柏涛, 闫佳琦, 李山有. 宏观地震烈度发展与其用途的演变[J].地震工程与工程振动,2019,39(2):1-8. SUN Baitao, YAN Jiaqi, LI Shanyou. The development of macroseismic intensity and the evolution of its use[J], Earthquake Engineering and Engineering Dynamics, 2019, 39(2):1-8.(in Chinese)
[3] SUN Baitao, CHEN Xiangzhao, CHEN Hongfu, et al. Earthquake influence field dynamic assessment system[C], Advanced Engineering and Technology, 2014, 283-287.
[4] JAISWAL K S, WALD D J, EARLE P S, et al. Earthquake casualty models within the USGS prompt assessment of global earthquakes for response (PAGER) system[J]. Human Casualties in Earthquakes,2010, 29:83-94.
[5] GB/T 17742-2020中国地震烈度表[S].北京:中国标准出版社,2020. GB/T 17742-2020 The Chinese Seismic Intensity Scale[S]. Beijing:China Standards Press, 2020.(in Chinese)
[6] The Modified Mercalli Intensity (MMI) Scale Assigns Intensities[EB/OL].[2021-02-14]. https://www.usgs.gov/media/images/modified-mercalli-intensity-mmi-scale-assigns-intensities.
[7] Japan Meteorological Agency[EB/OL].[2021-02-14]. https://www.jma.go.jp/jma/en/Activities/inttable.html.
[8] 令和3年福島県沖を震源とする地震クライシスレスポンスサイト[EB/OL].[2021-02-14]. http://crs.bosai.go.jp/DynamicCRS/index.html?appid=e27a37203d3f42c4846c7d2122ed3725.
[9] M7.1-70 km ENE of Namie, Japan[EB/OL].[2021-02-14]. https://earthquake.usgs.gov/earthquakes/eventpage/us6000dher/pager.
[10] 胡进军,杨泽西,谢礼立.海域地震动研究现状分析[J].世界地震工程, 2019, 35(3):28-36. HU Jinjun, YANG Zexi, XIE Lili. Review on the research of offshore ground motions[J]. World Earthquake Engineering, 2019, 35(3):28-36.(in Chinese)
[11] 刘汉泉,曲哲.建筑内部物品滑移破坏易脆性分析中的楼面运动强度指标[J]. 世界地震工程, 2020, 36(2):85-91. LIU Hanquan, QU Zhe. An intensity measure of floor motions for seismic fragility analysis of sliding contents in building[J]. World Earthquake Engineering, 2020, 36(2):85-91. (in Chinese)
相似文献/References:
[1]冯启民,孙峥,颜锋,等.城市社区抗震能力模糊综合评价模型[J].世界地震工程,2007,(01):001.
FENG Qi-ming,SUN Zheng,YAN Feng,et al.Model of fuzzy synthetic evaluation on seismic resistance capacity of urban communities[J].,2007,(02):001.
[2]赵金龙,刘英利,杜秉旋.Pushover分析在框架结构加固中的应用[J].世界地震工程,2013,(04):167.
ZHAO Jinlong,LIU Yingli,DU Bingxuan.application of pushover analysis to framework structure strengthening[J].,2013,(02):167.
[3]李琪,顾荣蓉.基于位移的底部框架-抗震墙房屋抗震能力分析[J].世界地震工程,2006,(02):064.
LI Qi,GU Rong-rong.Researches on displacement-based seismic capability of brick masonry structures with frame-shear wall at the bottom[J].,2006,(02):064.
[4]李桂荣,王国荣,郭恩栋.泰安市高层建筑震害预测[J].世界地震工程,2006,(03):102.
LI Gui-rong,WANG Guo-rong,GUO En-dong.Prediction of earthquake damage of high-rise buildings in Taian city[J].,2006,(02):102.
[5]刘莉,公茂盛,谢礼立.生命线系统在城市防震减灾能力标定中的评价方法研究[J].世界地震工程,2014,(04):077.
LIU Li,GONG Maosheng,XIE Lili.Research on evaluating effect of lifeline system for city’s ability reducing earthquake disasters[J].,2014,(02):077.
[6]李鹏,杨兴国,薛新华,等.瀑布沟心墙堆石坝地震响应分析[J].世界地震工程,2015,(01):217.
LI Peng,YANG Xingguo,XUE Xinhua,et al.Earthquake response analysis of Pubugou corewall rockfill dam[J].,2015,(02):217.
[7]姚新强,孙柏涛,陈宇坤,等.天津市小洋楼民居抗震有限元分析[J].世界地震工程,2015,(03):170.
YAO Xinqiang,SUN Baitao,CHEN Yukun,et al.Tianjin western-style dwellings seismic finite element analysis[J].,2015,(02):170.
[8]李天祺,邹昀,蔡鑫,等.腹板摩擦式钢框架节点震后可更换性能的试验研究[J].世界地震工程,2018,34(02):140.
LI Tianqi,ZOU Yun,CAI Xin,et al.Experimental study on post-earthquake replaceable of steel frame joint with friction bolts on web plate[J].,2018,34(02):140.
[9]罗若帆,郭迅,阿拉塔,等.漾濞6.4级地震外廊式教学楼震害调查与分析[J].世界地震工程,2021,(04):053.
LUO Ruofan,GUO Xun,Alata,et al.Investigation and analysis of seismic damage to side corridor school buildings in M6.4 Yangbi earthquake[J].,2021,(02):053.