引文
[1]DOWDING Charles H,ROZEN Arnon.Damage to rock tunnels from earthquake shaking[J].Journal of the Geotechnical Engineering Division,ASCE(GT2),1978:175–191.
[2]UENISHI Koji,SAKURAI Shunsuke.Characteristic of the vertical seismic waves associated with the1995Hyogo-Nanbu(KOBE),Japan earthquake estimated from the failure of the Dakai underground station[J].Earthquake Engineering and Structural Dynamics,2000,29(6):813–821.
[3]IIDA H,HIROTO T,YOSHIDA N,et al.Damage to Dakai subway station[J].Soils and Foundations,1996:283–300.
[4]白冰,周健.软土地层隧道抗震稳定分析[J].佛山科学技术学院学报(自然科学版),2001,19(1):39–44.(BAI Bing,ZHOU Jian.The earthquake resistance stability analysis of tunnels surrounded by soft soil[J].Journal of Foshan University(Natural Science),2001,19(1):39–44.(in Chinese))
[5]姜忻良,宋丽梅.软土地层中地下隧道结构地震反应分析[J].地震工程与工程振动,1999,19(3):65–69.(JIANG Xin-liang,SONG Li-mei.Seismic response analysis of underground tunnel in soft soil[J].Earthquake Engineering and Engineering Vibration,1999,19(3):65–69.(in Chinese))
[6]郑永来,刘曙光,杨林德,等.软土中地铁区间隧道抗震设计研究[J].地下空间,2003,23(2):111–118.(ZHEN Yong-lai,LIU Shu-guang,YANG Lin-de,et al.A study on seismic design of subway tunnel insoft clay[J].UndergroundSpace,2003,23(2):111–118.(in Chinese))
[7]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))
[8]LEE Jeeho,FENVES Gregory L.Plastic-damage model for cyclic loading of concrete structures[J].Journal of Engineering Mechanics,1998,124(8):892–900.
[9]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.
[10]程建军,严三保,蒋建平,等.南京地铁南北线主要工程地震问题认识与评价[J].地球科学与环境学报,2004,26(1):46–51.(CHEN Jian-jun,YAN San-bao,JIANG Jian-ping,et al.Assessment on the main engineering geological problems in the south-north line of Nanjing metro[J].Journal of Earth Sciences and Environme,2004,26(1):46–51.(in Chinese))
[11]楼梦麟,王文剑,朱彤,等.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(4):30–16.(LOU Meng-lin,WANG Wen-jian,ZHU Tong,et al.Soil lateral boundary effect in shaking table model test of soil-structure system[J].Earthquake Engineering and Engineering Vibration,2000,20(4):30–36.(in Chinese))
[12]陈跃庆,吕西林,黄炜.结构–地基相互作用振动台试验中土体边界条件的模拟方法[J].结构工程师,2000(3):20–30.(CHEN Yue-qing,LüXi-lin,HUANG Wei.Simulation method of soil boundary condition in shaking table tests of soil-structure interaction[J].Structural Engineers,2000(3):20–30.(in Chinese))
[13]庄海洋.土–地下结构非线性动力相互作用及其大型振动台试验研究[D].南京:南京工业大学,2006.(ZHUANG Hai-yang.Study on nonlinear dynamic soil-underground structure interaction and its large-size shaking table test[D].Nanjing:Nanjing University of Technology,2006.(in Chinese))