高密集人群建筑物的地震灾害控制
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摘要
分析密集人群建筑物的设计特点和综合成灾机理,从整体评估控制的宏观控制和单体建筑的微观控制进行分析。提出高密集人群建筑物综合地震灾害控制评价指数的概念,设计并训练该指数人工神经网络并进行分析和预测。在此基础上提出高密集人群建筑物防震减灾控制今后研究的发展方向和建议。
This article analyses the synthesis disaster mechanism of high crowded building,analyses from the macro-control and microscopic-control.Puts forward the concept of synthesis earthquake disaster control appraisal index,Design and train this index based on artificial nerve network then carry on analysis and estimate.Based on it,propose the development direction and the suggestion on the high crowded building quakeproof disaster reduction control in future research.
This article analyses the synthesis disaster mechanism of high crowded building,analyses from the macro-control and microscopic-control.Puts forward the concept of synthesis earthquake disaster control appraisal index,Design and train this index based on artificial nerve network then carry on analysis and estimate.Based on it,propose the development direction and the suggestion on the high crowded building quakeproof disaster reduction control in future research.
引文
[1]毕兴锁,马东辉,杨俊伟.城市地震灾害特点与抗震防灾基本对策[J].工程抗震与加固改造,2005,27(4):84-86.
[2]荆楚在线.湖北车部震咸强烈1死81伤,受伤者中有78名学生[OL/EB].http://news.sohu.com/20051127/n227605333.shtml.
[3]高永昭,补学东.城市抗震防灾规划与建筑工程震害预测[J].四川建筑科学研究,2000,26(1):35-38.
[4]陈静,邓丽,朱庆杰.唐山综合防灾管理信息系统研究[J].世界地震工程,2005,21(1):66-69.
[5]盛家伦,刘在涛.地震应急指挥系统关键技术和总体设计[J].地震地磁观测与研究,2005,26(4):108-116.
[6]李山有,金星,马强,宋晋东.地震预警系统与智能应急控制系统的研究[J].世界地震工程,2004,20(4):21-26.
[7]李刚,程耿东.基于性能的结构抗震设计—理论,方法和应用[M].北京:科学出版社,2004.
[8]Hu Y.Application of consequence-based design criteria inregion of moderate seismicity[J].Earthquake and Engineer-ing Vibration,2003,2(1):35-38.
[9]Freema Development and use of capacity spectrum method[A].Proceeding of 6th National Conference on EarthquakeEngineering[C].Seattle Oakland,Calif:EER I.
[10]Fajfar P.Capacity spectrum method based on inelastic de-mand spectra[J].Engineering and Structural Dynamics,1999,28(5)979-993.
[11]Chopra A K,Goel R K capacity-demand-diagram meth-od for estimating seismic deformation of inelastic structuresSDF systems[R].Report No PEER-1999/02,Berkeley,1999.
[12]Newmark NM,and Hall W J.Earthquake Spectra and De-sign[R].Berkeley,Calif Earthquake Engineering ResearchInst 1982.
[13]Krawinkler H,Nassar A A.Seismic design based on duc-tility and cumulative damage and capacities[A].NonlinearSeismic Analysis and Design of Reinforced Concrete Build-ings[C].New York:Elsevier Applied Science,1992.
[14]Vidic T,Fajfar P,Fischinger M.Consistent inelastic designspectra;strength and displacement[J].Earthquake Engi-neering and Structural Dynamics,1994,23(5):507-521.
[15]尹之潜.城市地震灾害预测的基本内容和减灾决策问题[J].自然灾害学报,1995,4(1):17-25.
[16]尹之潜,杨淑文.城市地震防御能力评价和防御水准问题[J].自然灾害学报,1998,7(1):27-33.
[17]张风华,谢礼立,范立础.城市建构筑物地震损失预测研究[J].地震工程与工程振动,2004,24(3):12-20.
[18]谢礼立,张晓华,周雍年.论工程抗震设防标准[J].地震工程与工程振动,1996,16(1):1-8.
[19]郭小东,马东辉,苏经宇,刘文儒,王卫红,蔡海鸿.城市抗震防灾规划中建筑物易损性评价方法的研究[J].世界地震工程,2005,21(2):129-135.
[20]成小平,胡聿贤,帅向华.基于神经网络模型的房屋震害易损性估计方法[J].自然灾害学报,2000,9(2):68-74.
[21]刘本玉,叶燎原,江见鲸.用人工神经网络方法预测多层砖房震害[J].清华大学学报,2002,42(6):843-846.
[22]Bertalan Bodiri.A neural-network model for earthquakeoccurrence.Journal of Geodynamics,2001,(32):289-310.
[23]Anthony T.C.Goh.Probabilistic neural network for evalua-ting seismic lique faction potential[J].Can.Geotech.J.39:219-232(2002).
[24]GB50011-2001,建筑抗震设计规范[S].
[25]GBJ99-86,中小学校建筑设计规范[S].
[26]郭子雄,刘阳,杨勇.结构震害指数研究评述[J].地震工程与工程震动,2004,24(5):56-61.
[27]刘本玉,叶燎原.人工智能技术在防震减灾工程中的应用[M].北京:中国建筑工业出版社,2003.
[2]荆楚在线.湖北车部震咸强烈1死81伤,受伤者中有78名学生[OL/EB].http://news.sohu.com/20051127/n227605333.shtml.
[3]高永昭,补学东.城市抗震防灾规划与建筑工程震害预测[J].四川建筑科学研究,2000,26(1):35-38.
[4]陈静,邓丽,朱庆杰.唐山综合防灾管理信息系统研究[J].世界地震工程,2005,21(1):66-69.
[5]盛家伦,刘在涛.地震应急指挥系统关键技术和总体设计[J].地震地磁观测与研究,2005,26(4):108-116.
[6]李山有,金星,马强,宋晋东.地震预警系统与智能应急控制系统的研究[J].世界地震工程,2004,20(4):21-26.
[7]李刚,程耿东.基于性能的结构抗震设计—理论,方法和应用[M].北京:科学出版社,2004.
[8]Hu Y.Application of consequence-based design criteria inregion of moderate seismicity[J].Earthquake and Engineer-ing Vibration,2003,2(1):35-38.
[9]Freema Development and use of capacity spectrum method[A].Proceeding of 6th National Conference on EarthquakeEngineering[C].Seattle Oakland,Calif:EER I.
[10]Fajfar P.Capacity spectrum method based on inelastic de-mand spectra[J].Engineering and Structural Dynamics,1999,28(5)979-993.
[11]Chopra A K,Goel R K capacity-demand-diagram meth-od for estimating seismic deformation of inelastic structuresSDF systems[R].Report No PEER-1999/02,Berkeley,1999.
[12]Newmark NM,and Hall W J.Earthquake Spectra and De-sign[R].Berkeley,Calif Earthquake Engineering ResearchInst 1982.
[13]Krawinkler H,Nassar A A.Seismic design based on duc-tility and cumulative damage and capacities[A].NonlinearSeismic Analysis and Design of Reinforced Concrete Build-ings[C].New York:Elsevier Applied Science,1992.
[14]Vidic T,Fajfar P,Fischinger M.Consistent inelastic designspectra;strength and displacement[J].Earthquake Engi-neering and Structural Dynamics,1994,23(5):507-521.
[15]尹之潜.城市地震灾害预测的基本内容和减灾决策问题[J].自然灾害学报,1995,4(1):17-25.
[16]尹之潜,杨淑文.城市地震防御能力评价和防御水准问题[J].自然灾害学报,1998,7(1):27-33.
[17]张风华,谢礼立,范立础.城市建构筑物地震损失预测研究[J].地震工程与工程振动,2004,24(3):12-20.
[18]谢礼立,张晓华,周雍年.论工程抗震设防标准[J].地震工程与工程振动,1996,16(1):1-8.
[19]郭小东,马东辉,苏经宇,刘文儒,王卫红,蔡海鸿.城市抗震防灾规划中建筑物易损性评价方法的研究[J].世界地震工程,2005,21(2):129-135.
[20]成小平,胡聿贤,帅向华.基于神经网络模型的房屋震害易损性估计方法[J].自然灾害学报,2000,9(2):68-74.
[21]刘本玉,叶燎原,江见鲸.用人工神经网络方法预测多层砖房震害[J].清华大学学报,2002,42(6):843-846.
[22]Bertalan Bodiri.A neural-network model for earthquakeoccurrence.Journal of Geodynamics,2001,(32):289-310.
[23]Anthony T.C.Goh.Probabilistic neural network for evalua-ting seismic lique faction potential[J].Can.Geotech.J.39:219-232(2002).
[24]GB50011-2001,建筑抗震设计规范[S].
[25]GBJ99-86,中小学校建筑设计规范[S].
[26]郭子雄,刘阳,杨勇.结构震害指数研究评述[J].地震工程与工程震动,2004,24(5):56-61.
[27]刘本玉,叶燎原.人工智能技术在防震减灾工程中的应用[M].北京:中国建筑工业出版社,2003.
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