Citation: | ZHUANG Hai-yang, WANG Xue-jian, WANG Rui, CHEN Guo-xing. Characteristics of lateral deformation of soil-subway dynamic interaction system[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1761-1769. DOI: 10.11779/CJGE201710002 |
[1] |
OKAMOTO S, TAMURA C, KATO K, et al. Behaviors of submerged tunnels during earthquakes[C]// Proceedings of the Fifth World Conference on Earthquake Engineering. Rome, 1973.
|
[2] |
川岛一彦. 地下结构の耐震设计[M]. 茨城: 鹿岛出版社, 1994. (Kawashima Kazuhiko. Aseismic design of underground structure[M]. Ibaragi: Kajima Institute Publishing Co. Ltd, 1994. (in Japanese))
|
[3] |
ZHUANG Hai-yang, HU Zhong-hua, WANG Xue-jian, et al. Seismic responses of a large underground structure in liquefied soils by FEM numerical modeling[J]. Bulletin of Earthquake Engineering, 2015, 13(12): 3645-3668.
|
[4] |
ZHUANG Hai-yang, HU Zhong-hua, CHEN Guo-xing. Numerical modeling on the seismic responses of a large underground structure in soft ground[J]. Journal of Vibroengineering, 2015, 17(2): 802-815.
|
[5] |
杨林德, 王国波, 郑永来, 等. 地铁车站接头结构振动台模型实验及地震响应的三维数值模拟[J]. 岩土工程学报, 2007, 29(12): 1892-1898. (YANG Lin-de, WANG Guo-bo, ZHENG Yong-lai, et al. Shaking table tests on subway station joint structure and 3D numerical simulation of seismic response[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(12): 1892-1898. (in Chinese))
|
[6] |
刘晶波, 王文晖, 赵冬冬, 等. 复杂断面地下结构地震反应分析的整体式反应位移法[J]. 土木工程学报, 2014, 47(1): 134-142. (LIU Jing-bo, WANG Wen-hui, ZHAO Dong-dong, et al. Integral response deformation method in seismic analysis of complex section underground structures[J]. China Civil Engineering Journal, 2014, 47(1): 134-142. (in Chinese))
|
[7] |
KAWASHIMA K. Seismic design of underground structures in soft ground, a review[C]// Proceedings of the International Symposium on Tunneling in Difficult Ground Conditions. Tokyo, 1999.
|
[8] |
SHUKLA D K, RIZZO P C, STEPHENSON D E. Earthquake load analysis of tunnels and shafts[C]// Proceedings of the Symposium on Rock Mechanics 21st, Rock Mechanics: A State of the Art, University of Missouri. Rolla, 1980.
|
[9] |
庄海洋, 陈国兴, 朱定华. 土体动力黏塑性记忆型嵌套面本构模型及其验证[J]. 岩土工程学报, 2006, 28(10): 1267-1272. (ZHUANG Hai-yang, CHEN Guo-xing, ZHU Ding-hua. The dynamic visco-plastic memorial nested yield surface model of soil and its verification[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1267-1272. (in Chinese))
|
[10] |
庄海洋, 陈国兴. 对土体动力黏塑性记忆型嵌套面模型的改进[J]. 岩土力学, 2009, 30(1): 118-122. (ZHUANG Hai-yang, CHEN Guo-xing. Father analysis on the dynamic viscous-plastic memorial nested yield surface model of soil[J]. Rock Mechanics, 2009, 30(1): 118-122. (in Chinese))
|
[11] |
LEE J, FENVES G L. Plastic-damage model for cyclic loading of concrete structures[J]. Journal of Engineering Mechanics, 1998, 124(4): 892-900.
|
[12] |
LUBLINER J, OLIVER J, OLLER S, et al. A plastic-damage model for concrete[J]. International Journal of Solids and Structures, 1989, 25(3): 299-326.
|
[13] |
楼梦麟, 王文剑, 朱 彤. 土–结构体系振动台模型试验中土层边界影响问题[J]. 地震工程与工程振动, 2000, 20(2): 30-36. (LOU Meng-lin, WANG Wen-jian, ZHU Tong. Soil lateral boundary effect in shaking table model test of soil-structure system[J]. Earthquake Engineering and Engineering Dynamics, 2000, 20(2): 30-36. (in Chinese))
|
[14] |
BS 5975:2008 + A1 2011 Code of practice for temporary works procedures and the permissible stress design of falsework[S]. 2011.
|
[15] |
庄海洋. 土-地下结构非线性动力相互作用及其大型振动台模型试验研究[D]. 南京: 南京工业大学, 2016. (ZHUANG Hai-yang. Study on nonlinear dynamic soil-underground structure interaction and its large-size shaking table test[D]. Nanjing: Nanjing Tech University, 2006. (in Chinese))
|
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