参考文献/References:
[1] 刘妮娜. 地裂缝环境下的地铁隧道-地层地震动力相互作用研究[D]. 西安: 长安大学, 2010.
LIU Nina. Study on the soil metro tunnels dynamic interactions in ground fissures area[D]. Xi’an: Chang’an University, 2010.
[2] 刘安龙. 强震作用下地裂缝的力学响应及其对地铁隧道衬砌结构的影响[D]. 西安: 长安大学, 2013.
LIU Anlong. The seismic responses of fissures and lining structureunder earthquake motion[D]. Xi’an: Chang’an University, 2013.
[3] 慕焕东. 地裂缝场地地震放大效应研究[D]. 西安: 长安大学, 2014.
MU Huandong. Study on the seismic amplification effect on the site with ground fissures[D]. Xi’an: Chang’an University, 2014.
[4] 陕西省建设厅. 西安地裂缝场地勘察与工程设计规程: DBJ 6-2006[S]. 西安: 陕西省建设厅, 2006.
Shaanxi Ministry of Construction. Specification for site investigation and engineering design on Xi’an ground fractures: DBJ 6-2006[S]. Xi’an: Shaanxi Ministry of Construction, 2006.
[5] 西北综合勘测设计研究院. 唐延路地下人防工程岩土工程地勘报告[R]. 西安: 西北综合勘测设计研究院, 2013.
Northwest Research Institute of Engineering Investigations and Design. The geotechnical investigation report of underground civil air defense engineering of TangYan road[R]. Xi’an: Northwest Research Institute of Engineering Investigations and Design, 2013.
[6] 中国建筑西北设计研究院. 陕西省信息大厦设计资料[R]. 西安: 中国建筑西北设计研究院, 1998.
China Northwest Architecture Design and Research Institute. Design data of shaanxi information building[R]. Xi’an: China Northwest Architecture Design and Research Institute, 1998.
[7] 王松涛, 曹资. 现代抗震设计方法[M]. 北京: 中国建筑工业出版社, 1997.
WANG Songtao, CAO Zi. Modern seismic design methods[M]. Beijing: China Architecture and Building Press, 1997.
[8] 刘晶波, 谷音, 杜义欣. 一致粘弹性人工边界及粘弹性边界单元[J]. 岩土工程学报, 2006, 28(9): 1070-1075.
LIU Jinbo, GU Yin, DU Yixin. Consistent viscous-spring artificial boundaries and viscous-spring boundary elements[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1070-1075.
[9] 中华人民共和国住房和城乡建设部. 建筑抗震设计规范: GB 50011-2010[S]. 北京: 中国建筑工业出版社, 2010.
Ministry of Housing and Urban-Rural Construction of the People’s Republic of China. Code for seismic design of buildings: GB50011-2010[S]. Beijing: China Architecture and Building Press, 2010.
[10] 李忠生, 刘芳, 高铎文, 等. 西安地裂缝变形带中的剪切波速测试分析[J]. 水文地质工程地质, 2008, 35(6): 95-98.
LI Zhongsheng, LIU Fang, GAO Duowen, et al. Tests and analyses of shearing wave velocity in the Xi’an earth fissure deforming belt[J]. Hydrogeology and Engineering Geology, 2008, 35(6): 95-98.
[11] 李新生, 王万平, 王静, 等 西安地裂缝两盘地层岩土物理力学性质研究[J]. 水文地质工程地质, 2008, 35(2): 58-61.
LI Xinsheng, WANG Wanping, WANG Jing, et al. Research on physical and mechanical properties of strata on both sides of Xi’an ground fractures[J]. Hydrogeology and Engineering Geology, 2008, 35(2): 58-61.
[12] 胡志平, 赵振荣, 朱启东, 等. 西安某地裂缝两侧黄土物理力学性质试验[J]. 地球科学与环境学报, 2009, 31(1): 85-88.
HU Zhiping, ZHAO Zhenrong, ZHU Qidong, et al. Experimental study on physical mechanic property of loess near ground fissur in Xi’an[J]. Journal of Earth Sciences and Environment, 2009, 31(1): 85-88.
[13] 石明. 西安地裂缝发育现状及剖面结构特征[D]. 西安: 长安大学, 2009.
SHI Ming. Development condition and section structure characteristic of Xi’an gr ound fissures[D]. Xi’an: Chang’an University, 2009.
[14] 中华人民共和国住房和城乡建设部. 建筑地基基础设计规范: GB 50007-2011[S]. 北京: 中国建筑工业出版社, 2010.
Ministry of Housing and Urban-Rural Construction of the People’s Republic of China. Code for design of building foundation: GB 50007-2011[S]. Beijing: China Architecture and Building Press, 2010.
相似文献/References:
[1]孙惠香,许金余,康 婷,等.三维样条小波单元构造及其在地下箱型结构抗爆数值模拟中的应用[J].西安建筑科技大学学报:自然版,2014,46(06):816.[doi:10.15986/j.1006-7930.2014.06.009]
SUN Huixiang,XU Jinyu,KANG TingQI YongLIU Yuanfei.The three-dimension spline wavelet finite element Construction and application on antiknock of underground box structure[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(03):816.[doi:10.15986/j.1006-7930.2014.06.009]
[2]李 楠,赵均海,吴 赛,等.钢纤维高强混凝土墙基于CONWEP 的爆炸响应[J].西安建筑科技大学学报:自然版,2014,46(06):833.[doi:10.15986/j.1006-7930.2014.06.012]
LI Nan,ZHAO Junhai,WU Sai,et al.Blast response of steel fiber reinforced high strength concrete walls based on CONWEP[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(03):833.[doi:10.15986/j.1006-7930.2014.06.012]
[3]翟 磊,薛建阳,闫春生,等.某转运站结构的动力性能分析[J].西安建筑科技大学学报:自然版,2015,47(02):235.[doi:10.15986/j.1006-7930.2015.02.015]
ZHAI Lei,XUE Jianyang,YAN Chunsheng,et al.Analysis on dynamic performances of transfer station structure[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(03):235.[doi:10.15986/j.1006-7930.2015.02.015]
[4]张引科,袁瑞星,昝会萍.有限厚度各向同性饱和土地基上无限长梁的动力响应研究[J].西安建筑科技大学学报:自然版,2013,45(02):269.[doi:10.15986/j.1006-7930.2013.02.019]
ZHANG Yin-ke,YUAN Rui-xing,ZAN Hui-ping.Dynamic response of infinite length beam overlying on isotropicsaturated soil foundation with finite thickness[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(03):269.[doi:10.15986/j.1006-7930.2013.02.019]
[5]熊仲明,陈 轩,虞子良.基础滑移隔震体系滑移位移谱研究[J].西安建筑科技大学学报:自然版,2015,47(04):469.[doi:10.15986/j.1006-7930.2015.04.002]
XIONG Zhongming,CHEN Xuan,YU Ziliang.Study of the sliding displacement spectrum on the sliding base isolation structure[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(03):469.[doi:10.15986/j.1006-7930.2015.04.002]
[6]张玉红,汤卓文,王长林.移动荷载作用下土体动力响应的参数影响分析Ⅱ 列车—轨道—地基系统[J].西安建筑科技大学学报:自然版,2011,43(01):44.[doi:DOI:10.15986/j.1006-7930.2011.01.003]
,The effect analysis of dynamic response of soil under moving loadⅡ Train—track—ground system[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(03):44.[doi:DOI:10.15986/j.1006-7930.2011.01.003]
[7]刘俊卿,曹书文,周双平.层状地基矩形板结构系统动力响应的一种数值解法[J].西安建筑科技大学学报:自然版,2011,43(02):183.[doi:DOI :10.15986/j .1006-7930.2011.02.002]
L IU J un-qing,CAO S hu-wen,Z HOU S huang-ping.A numerical solution to the dynamic response of layered soil pavement slab system[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(03):183.[doi:DOI :10.15986/j .1006-7930.2011.02.002]
[8]熊仲明,陈 轩,高鹏翔,等.在高烈度地震作用下跨越地裂缝框架结构的动力响应模拟研究[J].西安建筑科技大学学报:自然版,2016,48(06):783.[doi:10.15986/j.1006-7930.2016.06.003]
XIONG Zhongming,CHEN Xuan,GAO Pengxiang,et al.Study on simulation of dynamic response of the structure crossing ground fissure in high-intensity of earthquake[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2016,48(03):783.[doi:10.15986/j.1006-7930.2016.06.003]