Page 71 - 水利学报2021年第52卷第3期
P. 71

gineering & Structural Dynamics,2010,32(8):1275-1290 .
                [ 8 ] ELLINGWOOD B R,KINALI K . Quantifying and communicating uncertainty in seismic risk assessment[J].
                       Structural Safety,2009,31(2):179-187 .
                [ 9 ] HARIRI-ARDEBILI M A . Risk, Reliability, Resilience (R3) and beyond in dam engineering: A
                       state-of-the-art review[J]. International Journal of Disaster Risk Reduction,2018,31:806-831 .
                [ 10] 肖义,郭生练,刘攀,等 . 大坝防洪安全风险评估框架及其应用[J]. 武汉大学学报(工学版),2006,39
                      (4):18-24 .
                [ 11] 范子武,姜树海 . 大坝防洪时变风险率研究[J]. 水利学报,2007,38(S1):168-173 .
                [ 12] 王志军,顾冲时,娄一青 . 基于支持向量机的溃坝生命损失评估模型及应用[J]. 水力发电,2008,34(1):
                       67-70 .
                [ 13] 周兴波,陈祖煜,黄跃飞,等 . 特高坝及梯级水库群设计安全标准研究Ⅲ:梯级土石坝连溃风险分析[J].
                       水利学报,2015,46(7):765-772 .
                [ 14] 金 峰 ,贾 超 ,王 品 江 ,等 . 基 于 功 能 的 高 坝 建 设 方 案 的 风 险 决 策 研 究[J]. 岩 土 力 学 ,2006,27(8):
                       1421-1424 .
                [ 15] 张楚汉,金峰,王进廷,等 . 高混凝土坝抗震安全评价的关键问题与研究进展[J]. 水利学报,2016,47
                      (3):253-264 .
                [ 16] 沈怀至 . 基于性能的混凝土坝-地基系统地震破损分析与风险评价[D]. 北京:清华大学,2007 .
                [ 17] 姚霄雯 . 基于性能的高拱坝地震易损性分析与抗震安全评估[D]. 杭州:浙江大学,2013 .
                [ 18] 陈健云,贾启彬,徐强 . 地震作用下混凝土坝时变动力可靠度的概率密度演化方法研究[J]. 水利学报,
                       2017,48(11):1348-1354,1362 .
                [ 19] FEMA-350 . Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings[R]. Federal Man⁃
                       agement Agency,Washington D C,2000 .
                [ 20] CORNELL C A,JALAYER F,HAMBURGER R O,et al . Probabilistic basis for 2000 SAC federal emergency
                       management agency steel moment frame guidelines[J] . Journal of Structural Engineering,2002,128(4):

                       526-533 .
                [ 21] 范书立,田硕,陈健云 . 基于向量地震动强度指标的拱坝地震易损性分析[J]. 水利学报,2019,50(3):
                       57-67 .
                [ 22] TEKIE P B,ELLINGWOOD B R . Seismic fragility assessment of concrete gravity dams[J]. Earthquake Engi⁃
                       neering & Structural Dynamics,2003,32(14):2221-2240 .
                [ 23] BAKER J W . Efficient analytical fragility function fitting using dynamic structural analysis[J]. Earthq Spectra,
                       2015,31(1):579-599 .
                [ 24] CLOUGH R W . Non-linear mechanisms in the seismic response of arch dams[C]/Proceedings of the internation⁃
                                                                                  /
                       al Research Conference Earthquake Engineering . Skopje,Yugoslavia,1980 .
                [ 25] FENVES G L,MOJTAHEDI S,REIMER R B . Effect of contraction joints on earthquake response of an arch dam
                      [J]. Journal of Structural Engineering,ASCE,1992,118:1039-1055 .
                [ 26] ZHANG C H,XU Y J,WANG G L,et al . Non-linear seismic response of arch dams with contraction joint open⁃
                       ing and joint reinforcements[J]. Earthquake Engineering and Structural Dynamics,2000,29(10):1547-1566 .
                [ 27] LAU D T,NORUZIAAN B,RAZAQPUR A G . Modelling of contraction joint and shear sliding effects on earth⁃
                       quake response of arch dams[J]. Earthquake Engineering & Structural Dynamics,2015,27(10):1013-1029 .
                [ 28] 孙平,汪小刚,王玉杰,等 . 拱坝沿建基面抗滑稳定的体安全系数及其工程应用[J]. 水利学报,2019,50
                      (7):806-814 .
                [ 29] 徐建强,黄维,高雅芬 .《混凝土重力坝设计规范》分项系数确定和试验设计[C]/大坝技术及长效性能国际
                                                                                    /
                       研讨会 . 郑州,2011 .
                [ 30] HARIRI-ARDEBILI M A,SAOUMA V E . Probabilistic seismic demand model and optimal intensity measure for
                       concrete dams[J]. Structural Safety,2016,59:67-85 .







                                                                                               — 321  —
   66   67   68   69   70   71   72   73   74   75   76