Citation: | LI Zong-kun, ZHAO Meng-die, XU Jian-guo, GE Wei. Impact of varying attenuation coefficient of response spectra on dynamic analysis of high earth-rock dams[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2315-2319. DOI: 10.11779/CJGE201512023 |
[1] |
《水工建筑物抗震设计规范》编制组.《水工建筑物抗震设计规范》及条文说明(征求意见稿)[R].北京:中国水利水电科学研究院, 2011. (Revised Group of Seismic Design Cord of Hydraulic Structures. Seismic Design Cord of Hydraulic Structres and explanatory document (draft) [R]. Beijing: China Institute of Water Resources and Hydropower Research, 2011. (in Chinese))
|
[2] |
马宗晋, 张德成. 板块构造基本问题[M]. 北京: 地震出版社, 1986. (MA Zong-jin, ZHANG De-cheng. Basic problem of plate tectonics[M]. Beijing: Earthquake Press, 1986. (in Chinese))
|
[3] |
陈厚群. 水工建筑物抗震设计规范修编的若干问题研究[J]. 水力发电学报, 2012, 30(6): 4-10. (CHEN Hou-qun. Study on some revision issues of Aseismatic Design Codes of Hydraulic Structures in China[J]. Journal of Hydroelectric Engineering, 2012, 30(6): 4-10. (in Chinese))
|
[4] |
ATKINSON G M, BOORE D M. Boore-Atkinson NGA ground motion relations for the geometric mean horizontal component of peak and spectral ground motion parameters[R]. Berkeley: Pacific Earthquake Engineering Research Center, 2007.
|
[5] |
ABRAHAMSON N A, ABRAHAMSON S W J, SILVA N G. A ground motion relations for the geometric mean horizontal component of peak and spectral ground motion parameters[R]. Berkeley: Pacific Earthquake Engineering Research Center, 2007.
|
[6] |
陈厚群, 李 敏, 石玉成. 基于设定地震的重大工程场地设计反应谱的确定方法[J]. 水利学报, 2005, 36(12): 1399-1404. (CHEN Hou-qun, LI men, SHI Yu-cheng. Determination of design response spectrum for important structures based on scenario earthquake[J]. Journal of Hydraulic Engineering, 2005, 36(12): 1399-1404. (in Chinese))
|
[7] |
李德玉. 反应谱衰减系数变化对拱坝动力反应的影响[R].北京: 中国水利水电科学研究院, 2010. (LI De-yu. Response spectrum attenuation coefficient of variation of dynamic response of arch dams[R]. Beijing: China Institute of Water Resources and Hydropower Research, 2010. (in China))
|
[8] |
李德玉. 反应谱衰减系数变化对重力坝动力反应的影响[R].北京: 中国水利水电科学研究院, 2010. (LI De-yu. Response spectrum attenuation coefficient of variation of dynamic response of arch dams[R]. Beijing: China Institute of Water Resources and Hydropower Research, 2010. (in China))
|
[9] |
马宗晋, 杜品仁. 现今地壳运动问题[M]. 北京: 地震出版杜, 1995. (MA Zong-jin, DU Pin-ren. Recent crustal movement problems[M]. Beijing: Earthquake Press, 1995. (in Chinese))
|
[10] |
张翠然, 陈厚群. NGA衰减关系应用于重大水电工程抗震设计的可行性探讨[J]. 水利水电技术, 2010, 41(3): 41-45. (ZHANG Cui-ran, CHEN Hou-qun. On feasibility of applying next generation attenuation (NGA) relations to seismic design of major hydropower project[J]. Water Resources and Hydropower Engineering, 2010, 41(3): 41-45. (in Chinese))
|
[11] |
陈厚群. 水工建筑物的场址设计反应谱[J]. 土木建筑与环境工程, 2010, 32(增刊2): 184-188. (CHEN Hou-qun. Response spectrum of hydraulic structures site design[J]. Journal of Civil Architecural & Enviromental Engineering, 2010, 32(S2): 184-188. (in Chinese))
|
[12] |
顾淦臣, 沈长松, 岑威钧. 土石坝地震工程学[M]. 北京: 中国水利水电出版社, 2009: 76-78. (GU Xi-chen, SHEN Chang-song, CEN Wei-jun. Earthquake engineering for earthrock dams [M]. Beijing: China Water & Power Press, 2009: 76-78. (in Chinese))
|
[13] |
迟世春. 不同高度面板堆石坝幅频反应的比较研究[J]. 世界地震工程, 2002, 18(3): 6-9. (CHI Shi-chun. Comparative research on frequency spectrum of concret faced rockfill dam of different height[J]. World Earthquake Engineering, 2002, 18(3): 6-9. (in Chinese))
|
[14] |
费 康, 刘汉龙. ABAQUS 的二次开发及在土石坝静动力分析中的应用[J]. 岩土力学, 2010, 31(3): 881-890. (FEI Kang, LIU Han-long. Secondary development of ABAQUS and its application to static and dynamic analyses of earth-rockfill dam[J]. Rock and Soil Mechanics, 2010, 31(3): 881-890. (in Chinese))
|
[15] |
李广信. 高等土力学[M]. 北京: 清华大学出社, 2004. (LI Guang-xin. Advanced soil mechanics[M]. Beijing: Tsinghua University Press, 2004. (in Chinese))
|
[16] |
沈珠江. 岩土本构模型研究的进展(1985-1988)[J].岩土力学, 1989, 10(2): 3-13. (SHEN Zhu-jiang. Development of constitutive modeling of geological materials (1985-1988) [J]. Rock and Soil Mechanics, 1989, 10(2): 3-13. (in Chinese))
|
[17] |
邹德高, 周 扬, 孔宪京, 等. 高土石坝加速度响应的三维有限元研究[J]. 岩土力学, 2011, 32(增刊1): 657-661. (ZOU De-gao, ZHOU Yang, KONG Xian-jing, et al. 3D FEM study of acceleration response of high earth-rock dams[J]. Rock and Soil Mechanics, 2011, 32(S1): 657-661. (in Chinese))
|
[18] |
胡聿贤. 地震工程学[M]. 北京: 地震出版社,2006: 124-128. (HU Li-xian. Earthquake engineering[M]. Beijing: Earthquake Press, 2006: 124-128. (in Chinese))
|
[1] | MA Qiang, YANG Yiqi, ZHOU Fengxi, SHAO Shengjun. Seismic response of free-field earthquakes in unsaturated soils with P-wave incidence under thermal effects[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 569-579. DOI: 10.11779/CJGE20230841 |
[2] | ZHANG Dongmei, GUO Li, SHEN Yiyao, HUANG Zhongkai. Probabilistic density evolution analysis of dynamic response of tunnels under stochastic earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 21-25, 37. DOI: 10.11779/CJGE2024S20033 |
[3] | BI Yandong, GUO Zhen, LU Jinkai, WANG Qing, CHEN Hui'e, HUANG Yu. Numerical modeling and monitoring of the seismic response of coral reef island in Xisha Islands, South China Sea[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(8): 1723-1731. DOI: 10.11779/CJGE20230562 |
[4] | ZHAO Meng, XIAO Ming, CHEN Jun-tao, YANG Bu-yun. Numerical simulation of seismic response of a deeply-buried underground cavern in interbedded rock mass[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(12): 2159-2168. DOI: 10.11779/CJGE202112002 |
[5] | YU Hai-tao, CHEN Gong. Analytical solution for seismic response of deep tunnels with arbitrary cross-section shapes[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(7): 1331-1337. DOI: 10.11779/CJGE202107019 |
[6] | WANG Guo-bo, BA Feng, SUN Fu-xue, YUAN Ming-zhi, HAO Peng-fei. Seismic response analysis of long shield tunnels under non-uniform excitation[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(7): 1228-1237. DOI: 10.11779/CJGE202007006 |
[7] | WANG Guo-bo, PENG Xiang-jun, HAO Peng-fei, WEI Hao-hao. Review of researches on seismic response of close underground crossing structures[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2026-2036. DOI: 10.11779/CJGE201911007 |
[8] | YE Shuai-hua, SHI Yi-lei, GONG Xiao-nan, CHEN Chang-liu. Numerical analysis of earthquake response of multistage high slopes reinforced by frame structure with pre-stressed anchors[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 153-158. DOI: 10.11779/CJGE2018S1025 |
[9] | XU Guangxing, YAO Lingkan, LI Zhaohong, GAO Zhaoning. Dynamic response of slopes under earthquakes and influence of ground motion parameters[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 918-923. |
[10] | ZOU Lihua, ZHAO Renda, ZHAO Jianchang. Analysis of the response to earthquake of the pile-soil-isolated structure interaction[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 782-786. |