多层砖混结构抗震验算研究
摘要
根据现行规范的规定,对砖混结构房屋抗震验算中层间水平地震剪力的分配原则进行了简述,对能够提高砖混结构房屋抗震性能的建筑结构构造措施进行了概述。
引文
[1]白秉三,张春光,韩鹏.多层砖房抗震验算的简化[J].沈阳工业大学学报,2001,23(3):244-246.
[2]魏琏.建筑结构抗震设计[M].北京:万国学术出版社,1991:78-82.
[3]王彬.多层砖房抗震验算与构造措施综述[J].甘肃水利水电技术,2001,37(3):204-205.
[4]谢占宇.多层砖房抗震设计要点[J].内蒙古科技与经济,2004,1(13):126-127.
[5]柳强,罗林.多层砖房抗震设计中存在的主要问题和处理方法[J].新疆化工,2006,3(2):26-29.
[6]龙炳煌.建筑抗震减震设计原理[M].武汉:湖北科学技术出版社,2000:119-121.
[7]郭继武.建筑抗震设计[M].北京:高等教育出版社,1996:159-162.
[8]郑希伟.多层砖房抗震设计存在的问题和处理方法[J].山西建筑,2005,31(17):35-36.
[9]Pino P.Seismic design of concrete structures[M].England:Gower Technical Press,1987:121-125.
[10]Akiwamata H.Earthquake Resistant Limit State Design for Buildings[M].Tokyo:University of Tokyo Press,1985:135~138.
[11]罗东远.多层砖砌体房屋抗震验算计算要点[J].闽西职业大学学报,2002,1(2):69-71.
[12]Asher J W,Van Volkinburg D R.Seismic Isolation of the USC University Hospital[C].Proceedings of Structures Congress’89.San Francisco:CA,1989:2-5.
[13]Bachman R E,Gomez M J,Chang,K C.Verification Analysis of the Base-Isolated Los Angeles Fire Command and Control Facility[C].Proceedings of the Fourth U.S.National Conference on Earthquake Engineering.Palm Springs:CA,1990:20-24.
[14]Anderson T L,Bachman R E,Grant R R.Base Isolation Response to extreme Ground Motions[C].Proceedings of the Tenth World on Earthquake.Madrid:Spain,1992:19-24.
[15]付向红.多层砖房的抗震设防[J].安阳大学学报,2003,1(8):16-18.
[2]魏琏.建筑结构抗震设计[M].北京:万国学术出版社,1991:78-82.
[3]王彬.多层砖房抗震验算与构造措施综述[J].甘肃水利水电技术,2001,37(3):204-205.
[4]谢占宇.多层砖房抗震设计要点[J].内蒙古科技与经济,2004,1(13):126-127.
[5]柳强,罗林.多层砖房抗震设计中存在的主要问题和处理方法[J].新疆化工,2006,3(2):26-29.
[6]龙炳煌.建筑抗震减震设计原理[M].武汉:湖北科学技术出版社,2000:119-121.
[7]郭继武.建筑抗震设计[M].北京:高等教育出版社,1996:159-162.
[8]郑希伟.多层砖房抗震设计存在的问题和处理方法[J].山西建筑,2005,31(17):35-36.
[9]Pino P.Seismic design of concrete structures[M].England:Gower Technical Press,1987:121-125.
[10]Akiwamata H.Earthquake Resistant Limit State Design for Buildings[M].Tokyo:University of Tokyo Press,1985:135~138.
[11]罗东远.多层砖砌体房屋抗震验算计算要点[J].闽西职业大学学报,2002,1(2):69-71.
[12]Asher J W,Van Volkinburg D R.Seismic Isolation of the USC University Hospital[C].Proceedings of Structures Congress’89.San Francisco:CA,1989:2-5.
[13]Bachman R E,Gomez M J,Chang,K C.Verification Analysis of the Base-Isolated Los Angeles Fire Command and Control Facility[C].Proceedings of the Fourth U.S.National Conference on Earthquake Engineering.Palm Springs:CA,1990:20-24.
[14]Anderson T L,Bachman R E,Grant R R.Base Isolation Response to extreme Ground Motions[C].Proceedings of the Tenth World on Earthquake.Madrid:Spain,1992:19-24.
[15]付向红.多层砖房的抗震设防[J].安阳大学学报,2003,1(8):16-18.
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