地下变电站结构抗震分析及设计方法研究
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摘要
结合我国上海、北京地区地下变电站的结构特点,综合已有的地铁车站、地铁隧道等抗震设计研究成果,对地下变电站结构的抗震分析与设计进行系统地分析与探讨。地下变电站的抗震设计在一定程度上能参考已有的地铁车站的抗震设计方法,但还必须考虑其自身楼板开孔等特点进行抗震设计,同时要对其抗震构造措施进行专门的研究。
Based on the existing seismic design method of subway station and tunnel structures,seismic response and design concept of underground substations were discussed. The characteristics of underground substations in Shanghai and Beijing were particularly interested. To some extent,the seismic design work of underground substation can refer to that of subway station and tunnel structures. However,due to its own structural characteristics,such as floor holes,the design of underground substations requires special considerations. Moreover,the seismic structural detailing measures should be specially studied.
Based on the existing seismic design method of subway station and tunnel structures,seismic response and design concept of underground substations were discussed. The characteristics of underground substations in Shanghai and Beijing were particularly interested. To some extent,the seismic design work of underground substation can refer to that of subway station and tunnel structures. However,due to its own structural characteristics,such as floor holes,the design of underground substations requires special considerations. Moreover,the seismic structural detailing measures should be specially studied.
引文
[1]郑永来,杨林德,李文艺,等.地下结构抗震[M].上海:同济大学出版社,2005.Zheng Yonglai,Yang Linde,Li Wenyi,et.al.Seismic performance of underground structure[M].Shanghai:Tongji University Press,2005.(in Chinese)
[2]傅鹏程.地铁地下结构震动变形的实用评价方法研究[D].北京:清华大学,2004.Fu Pengcheng.Simplified methods for evaluating seismic deformation of metro underground structures considering seismic interaction[D].Beijing:Tsinghua University,2004.(in Chinese)
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[7]Senzai Samata,Hajime Ohuchi and Takashi.A study of the damage of subway structures during the 1995Hanshin-Awaji earthquake Matsuda[J].Cement and Concrete Composites,1997:225-259.
[8]宫必宁,赵大鹏.地下结构与土动力相互作用试验研究[J].地下空间,2002,22(4):520-524.Gong Bining,Zhao Dapeng.Test on seismic interaction of underground structure and soil mass[J].Underground Space,2002,22(4):520-524.(in Chinese)
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[11]尚昊,郭志昆.大断面地下结构抗震模型试验[J].岩土工程界,2002,5(10):60-64.Shang Hao,Guo Zhikun.Seismic model test on largespan underground structure[J].Geotechnical Engineering World,2002,5(10):60-64.(in Chinese)
[12]马硕,罗奇峰,刘晶波.神户大开地铁车站的地震反应分析[M].北京:清华大学出版社.Ma Shuo,Luo Qifeng,Liu Jingbo.Seismic response of Dakai subway station[M].Beijing:Tsinghua University Press,2005.(in Chinese)
[13]傅金华.日本抗震结构及隔震结构的设计方法[M].北京:中国建筑工业出版社,2011.Fu Jinhua.Design method of aseismic structure and isolation structure in Japan[M].Beijing:China Building Industry Press,2011.(in Chinese)
[14]徐显毅.地震区地下结构物支护的计算[M].北京:煤炭工业出版社,1986.Xu Xianyi.Calculating method of underground support structure on earthquake zone[M].Beijing:Coal Industry Press,1986.(in Chinese)
[15]阎盛海.地下结构抗震[M].大连:大连理工大学出版社,1989.Yan Shenghai.Seismic performance of underground structure[M].Dalian:Dalian University of Technology Press,1989.(in Chinese)
[16]Kuesel T R.Structural design of the Bay Area Rapid Transit System[J].Civil Engineering Am.Soc.Civ.Engrs:46-50.
[17]St.John C M,Zahrah T F.Aseismic design of underground structures[J].Tunneling and Underground Space Technology,1987,2(2):165-197.
[18]Wang J N.Seismic Design of tunnels:A State-of-theArt Approach,Monograph,monograph 7.Parsons,Brinckerhoff,Quade and Douglas Inc,New York.1993.
[19]施仲衡,王元湘.关于地铁工程抗震设计的若干问题[M].北京:北京市城建设计研究院,2002.Shi Zhongheng,Wang Yuanxiang.Issues concerning the seismic design of the subway project[M].Beijing:Beijing Urban Engineering Design and Research Institute co.,Itd.2002.(in Chinese)
[20]上海市城乡建设和交通委员会.DG/TJ08-2064—2009地下铁道建筑结构抗震设计规范[S].北京:中国建筑工业出版社,2010.Shanghai Urban Construction and Communications Commision DG/TJ08-2064—2009 Code for the aseismic design of underground metro structure[S].Beijing:China Architecture and Building Poess,2010.(in Chinese)
[21]杨雪平,章红梅,吕西林.RC框架结构在中震作用下不同性能目标的弹塑性分析[J].结构工程师,2009,25(1):14-18.Yang Xueping,Zhang Hongmei,Lu Xilin.Elastoplastic.Analysis of RC Frame Structures under Moderate Earthquake with Different Performance Objectives[J].Structural Engineers,2009,25(1):14-18.(in Chinese)
[22]施仲衡,王元湘.关于地铁工程抗震设计的若干问题[J].北京市城建设计研究院,2002.
[2]傅鹏程.地铁地下结构震动变形的实用评价方法研究[D].北京:清华大学,2004.Fu Pengcheng.Simplified methods for evaluating seismic deformation of metro underground structures considering seismic interaction[D].Beijing:Tsinghua University,2004.(in Chinese)
[3]中华人民共和国建设部.GB50157—2003地下铁道设计规范[S].北京:中国计划出版社,2003.Ministry of Construction of the People's Republic of China.GB50157—2003 Code for the design of metro[M].Beijing:China Planning Press,2003.(in Chinese)
[4]邬玉斌.地铁车站地震反应和破坏机理分析[D].哈尔滨:哈尔滨工业大学,2007.Wu Yubin.Analysis of seismic response and failure mechanisms of subway station[D].Harbin:Harbin Institute of Technology,2007.(in Chinese)
[5]An X H,Shawky A A,Maekawa K.The collapse mechanism of a subway station during the Great Hanshin earthquake[J].Cement and Concrete Composites,1997,19:241-257.
[6]Iida H,Hiroto T,et al.Damage to Daikai subway station.Soils and Foundations,Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake[J].Japanese Geotechnical Society,1996:283-300.
[7]Senzai Samata,Hajime Ohuchi and Takashi.A study of the damage of subway structures during the 1995Hanshin-Awaji earthquake Matsuda[J].Cement and Concrete Composites,1997:225-259.
[8]宫必宁,赵大鹏.地下结构与土动力相互作用试验研究[J].地下空间,2002,22(4):520-524.Gong Bining,Zhao Dapeng.Test on seismic interaction of underground structure and soil mass[J].Underground Space,2002,22(4):520-524.(in Chinese)
[9]周林聪,陈龙珠,宫必宁.地下结构地震模拟震动台试验研究[J].地下空间与工程学报,2005,1(2):182-187.Zhou Lincong,Chen Longzhu,Gong Bining.Shaking table tests for the seismic simulation of underground structure[J].Chinese Journal of Underground Space and Engineering,2005,1(2):182-187.(in Chinese)
[10]赵大鹏,宫必宁,晏成明.大跨度地下结构振动性态试验研究[J].重庆建筑大学学报,2002,24(5):52-57.Zhao Dapeng,Gong Bining,Yan Chengming.Experimental Analysis of Vibration Behavior for Large-span Underground Structure[J].Journal of Chongqing jianzhu University,2002,24(5):52-57.(in Chinese)
[11]尚昊,郭志昆.大断面地下结构抗震模型试验[J].岩土工程界,2002,5(10):60-64.Shang Hao,Guo Zhikun.Seismic model test on largespan underground structure[J].Geotechnical Engineering World,2002,5(10):60-64.(in Chinese)
[12]马硕,罗奇峰,刘晶波.神户大开地铁车站的地震反应分析[M].北京:清华大学出版社.Ma Shuo,Luo Qifeng,Liu Jingbo.Seismic response of Dakai subway station[M].Beijing:Tsinghua University Press,2005.(in Chinese)
[13]傅金华.日本抗震结构及隔震结构的设计方法[M].北京:中国建筑工业出版社,2011.Fu Jinhua.Design method of aseismic structure and isolation structure in Japan[M].Beijing:China Building Industry Press,2011.(in Chinese)
[14]徐显毅.地震区地下结构物支护的计算[M].北京:煤炭工业出版社,1986.Xu Xianyi.Calculating method of underground support structure on earthquake zone[M].Beijing:Coal Industry Press,1986.(in Chinese)
[15]阎盛海.地下结构抗震[M].大连:大连理工大学出版社,1989.Yan Shenghai.Seismic performance of underground structure[M].Dalian:Dalian University of Technology Press,1989.(in Chinese)
[16]Kuesel T R.Structural design of the Bay Area Rapid Transit System[J].Civil Engineering Am.Soc.Civ.Engrs:46-50.
[17]St.John C M,Zahrah T F.Aseismic design of underground structures[J].Tunneling and Underground Space Technology,1987,2(2):165-197.
[18]Wang J N.Seismic Design of tunnels:A State-of-theArt Approach,Monograph,monograph 7.Parsons,Brinckerhoff,Quade and Douglas Inc,New York.1993.
[19]施仲衡,王元湘.关于地铁工程抗震设计的若干问题[M].北京:北京市城建设计研究院,2002.Shi Zhongheng,Wang Yuanxiang.Issues concerning the seismic design of the subway project[M].Beijing:Beijing Urban Engineering Design and Research Institute co.,Itd.2002.(in Chinese)
[20]上海市城乡建设和交通委员会.DG/TJ08-2064—2009地下铁道建筑结构抗震设计规范[S].北京:中国建筑工业出版社,2010.Shanghai Urban Construction and Communications Commision DG/TJ08-2064—2009 Code for the aseismic design of underground metro structure[S].Beijing:China Architecture and Building Poess,2010.(in Chinese)
[21]杨雪平,章红梅,吕西林.RC框架结构在中震作用下不同性能目标的弹塑性分析[J].结构工程师,2009,25(1):14-18.Yang Xueping,Zhang Hongmei,Lu Xilin.Elastoplastic.Analysis of RC Frame Structures under Moderate Earthquake with Different Performance Objectives[J].Structural Engineers,2009,25(1):14-18.(in Chinese)
[22]施仲衡,王元湘.关于地铁工程抗震设计的若干问题[J].北京市城建设计研究院,2002.
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