[1]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.
ZHANG Chuhan, JIN Feng, WANG Jinting, et al.Key issues and developments on seismic safety evaluation of high concrete dams[J].Journal of Hydraulic Engineering, 2016, 47(3): 253-264.
[2]杨紫辉,陈灯红,贺路翔,等.基于IDA的金安桥混凝土重力坝潜在失效模式研究[J].世界地震工程, 2019, 35(2): 78-89.
YANG Zihui, CHEN Denghong, HE Luxiang, et al.Study on potential failure modes of Jin’anqiao concrete gravity dam based on incremental dynamic analysis[J].World Earthquake Engineering, 2019, 35(2): 78-89.
[3]王旭东,张立翔,朱兴文.地震作用下混凝土重力坝极限抗震能力分析[J].水力发电, 2019, 45(1): 23-27.
WANG Xudong, ZHANG Lixiang, ZHU Xingwen.Analysis on ultimate seismic capacity of gravity dam under earthquake effect[J].Water Power, 2019, 45(1): 23-27.
[4]徐强,徐舒桐,陈健云,等.重力坝抗震性能的POA-ETA评价方法[J].水利学报, 2018, 49(8): 986-994.
XU Qiang, XU Shutong, CHEN Jianyun, et al.POA-ETA method for seismic performance evaluation of concrete gravity dam[J].Journal of Hydraulic Engineering, 2018, 49(8): 986-994.
[5]李晓燕,钟红,林皋.地震作用下混凝土重力坝破坏过程与破坏形态数值仿真[J].水利学报, 2011, 42(10): 1209-1217.
LI Xiaoyan, ZHONG Hong, LIN Gao.Numerical simulation of damage process and failure modes of concrete gravity dams due to earthquakes[J].Journal of Hydraulic Engineering, 2011, 42(10): 1209-1217.
[6]李静,陈健云,李雪雷.混凝土重力坝抗震配筋加固数值模拟分析[J].振动与冲击, 2014, 33(20): 75-80.
LI Jing, CHEN Jianyun, LI Xuelei.Numerical simulation of seismic reinforcement effects for concrete gravity dams[J].Journal of Vibration and Shock, 2014,33(20):75-80.
[7]张社荣,王高辉,庞博慧,等.基于XFEM的强震区砼重力坝开裂与配筋抗震措施研究[J].振动与冲击, 2013, 32(6): 137-142.
ZHANG Sherong, WANG Gaohui, PANG Bohui, et al.Seismic cracking and reinforcement analysis of concrete gravity dam based on XFEM[J].Journal of Vibration and Shock, 2013,32(6):137-142.
[8]艾亿谋,杜成斌,洪永文,等.混凝土坝抗震加固中钢筋混凝土的动力本构模型[J].水利学报, 2009, 40(3): 289-295.
AI Yimou, DU Chengbin, HONG Yongwen, et al.Dynamic constitutive model for reinforced concrete in aseismic strengthening of concrete dam[J].Journal of Hydraulic Engineering, 2009, 40(3): 289-295.
[9]龙渝川,张楚汉,迟福东,等.混凝土重力坝抗震配筋加固措施的效果研究[J].水力发电学报, 2008, 27(4): 77-82.
LONG Yuchuan, ZHANG Chuhan, CHI Fudong, et al.Study of steel reinforcement effects on concrete gravity dams under earthquake[J].Journal of Hydroelectric Engineering, 2008,27(4):77-82.
[10]张国新,周秋景.高拱坝坝踵应力实测与弹性计算结果差异原因分析[J].水利学报, 2013, 44(6): 640-647.
ZHANG Guoxin, ZHOU Qiujing.Causing-analysis on the difference between monitoring and elastic calculating results of dam heel stress for high arch dams[J].Journal of Hydraulic Engineering, 2013, 44(6): 640-647.
[11]陈厚群. 高混凝土坝抗震设计面临的挑战[J].水电与抽水蓄能, 2017, 3(2): 1-13.
CHEN Houqun.Challenge confronted in seismic design of high concrete dams[J].Hydropower and Pumped Storage, 2017, 3(2): 1-13.
[12]郭胜山,陈厚群,李德玉,等.重力坝与坝基体系地震损伤破坏分析[J].水利学报, 2013, 44(11): 1352-1358.
GUO Shengshan, CHEN Houqun, LI Deyu, et al.Seismic damage and failure analysis of gravity dam and foundation system[J].Journal of Hydraulic Engineering, 2013, 44(11): 1352-1358.
[13]李峰,郑晓东,马静,等.考虑地基非线性的混凝土高坝地震损伤研究[J].河北工程大学学报(自然科学版), 2017, 34(2): 56-61.
LI Feng, ZHENG Xiaodong, MA Jing, et al.Seismic damage research of concrete dam considering the foundation material nonlinearity[J].Journal of Hebei University of Engineering(Natural Science Edition), 2017, 34(2): 56-61.
[14]韦未,李同春,姚纬明.建立在应变空间上的混凝土四参数破坏准则[J].水利水电科技进展, 2004, 24(5): 27-29.
WEI Wei, LI Tongchun, YAO Weining.Four-parameter failure criterion for concrete in strain space[J].Advances in Science and Technology of Water Resources, 2004, 24(5):27-29.
[15]韦未,李同春.一种新的用于各向同性损伤模型的四参数等效应变[J].工程力学, 2005, 22(6): 91-96.
WEI Wei, LI Tongchun.A new four-parameter equivalent strain for isotropic damage model[J].Engineering Mechanics, 2005, 22(6): 91-96.
[16]过镇海.钢筋混凝土原理:第3版[M].北京:清华大学出版社, 2013.
[17]VECCHIO F J, PALERMO D.Compression field modeling of reinforced concrete subjected to reversed loading: verification[J].Aci Structural Journal, 2003, 100(5): 155-164.
[18]OTTER D E,NAAMAN A E.Model for response of concrete to random compressive loads[J].Journal of Structural Engineering, 1989, 115(11): 2794-2809.
[19]JOS F, SIMAROCA P, MOLINS C.Cyclic constitutive model for concrete[J].Engineering Structures, 2008, 30(3): 695-706.
[20]赵兰浩,李同春,牛志伟,等.基于混合坐标系的单弹簧联结单元法[J].河海大学学报(自然科学版), 2008, 36(6): 796-800.
ZHAO Lanhao, LI Tongchun, NIU Zhiwei, et al.Single-spring joint element method based on mixed coordinate system[J].Journal of Hohai University (Natural Sciences), 2008,36(6):796-800.
[21]混凝土结构设计规范:GB 50010—2010[S].北京:中国建筑工业出版社,2010.
[22]滕智明,邹离湘.反复荷载下钢筋混凝土构件的非线性有限元分析[J].土木工程学报, 1996, 29(2): 19-27.
TENG Zhiming, ZOU Lixiang.Nonlinear finite element analysis of reinforced concrete members under repeated loading[J].China Civil Engineering Journal, 1996, 29(2): 19-27.
[23]水工建筑物抗震设计标准: GB 51247—2018 [S].北京:中国计划出版社,2018.