引文
[1]裘民川.水电站厂房的抗震设计问题[J].工程抗震,1997,(2):1-5.QIU Minchuan.Issues regarding aseismic design of hydropower house[J].Earthguake Resistant Engineering,1997,(2):1-5.(inChinese)
[2]马震岳,董毓新,郭永刚,等.三峡水电站厂房结构动力分析与优化[J].水电能源科学,2000,18(3):26-28.MA Zhenyue,DONG Yuxin,GUO Yonggang,et al.Kinetic analysis and structural optimization of the buildings for the Three GorgesProject[J].Water Resources and Power,2000,18(3):26-28.(in Chinese)
[3]苏礼邦,刘云贺,李守义.灯泡贯流式水电站厂房坝段的抗震分析[J].西北农林科技大学学报(自然科学版),2007,35(7):202-206.SU Libang,LIU Yunhe,LI Shouyi.Analysis on the earthquake resistance of the factory monolith of bulb tubular power station[J].Journal of Northwest A&F University(Natural Science Edition),2007,35(7):202-206.(in Chinese)
[4]欧阳金惠,陈厚群,张超然,等.三峡电站15#机组厂房结构动力分析[J].中国水利水电科学研究院学报,2007,5(2):137-142.OUYANG Jinhui,CHEN Houqun,ZHANG Chaoran,et al.Dynamic response analysis on No.15 unit powerhouse structure in theThree Gorges Hydropower Station[J].Journal of China Institute of Water Resources and Hydropower Research,2007,5(2):137-142.(in Chinese)
[5]张辉东,王日宣,王元丰.大型水电站厂房结构地震时程响应非线性数值模拟[J].水力发电学报,2007,26(4):96-102.ZHANG Huidong,WANG Rixuan,WANG Yuanfeng.Seismic time history and non-linear numerical simulation of large-scale power-house structure[J].Journal of Hydroelectric Engineering,2007,26(4):96-102.(in Chinese)
[6]王海军,练继建,王日宣.水电站厂房结构地震响应非线性分析[J].水电能源科学,2008,26(3):88-91.WANG Haijun,LIAN Jijian,WANG Rixuan.Seismic response nonlinear analysis of hydro powerhouse structure[J].WaterResources and Power,2008,26(3):88-91.(in Chinese)
[7]卢海涛,滕文川.工业厂房抗震加固新技术探讨[J].特种结构,2006,23(4):101-104.LU Haitao,TENG Wenchuan.The discussion about new technology of industrial workshop aseismatic reinforcing[J].SpecialStructures,2006,23(4):101-104.(in Chinese)
[8]刘逸敏,刘海波,陈尚建,等.某电厂主厂房抗震加固设计[J].武汉大学学报(工学版),2008,41(S1):28-31.LIU Yimin,LIU Haibo,CHEN Shangjian,et al.Aseismic reinforcement design of main power house of a power plant[J].Engineering Journal of Wuhan University,2008,41(S1):28-31.(in Chinese)
[9]章海斌.火电厂钢结构主厂房抗震分析[D].杭州:浙江大学硕士专业学位论文,2009.ZHANG Haibin.Aseismic analysis on steel frame structure about main plant of thermal power plant[D].Hangzhou:MasterDissertation,Zhejiang University,2009.(in Chinese)
[10]周云.耗能减震加固技术与设计方法[M].北京:科学出版社,2006.ZHOU Yun.Strengthening technology and design method of dissipation methodology[M].Beijing:Science Press,2006.(in Chinese)
[11]中国水利水电科学研究院.水工建筑物抗震设计规范(DL5073-1997)[S].北京:中国电力出版社,1997.China Institute of Water Resources and Hydropower Research.Specifications for seismic design of hydraulic structures(DL 5073-1997)[S].Beijing:China Electric Power Press,1997.(in Chinese)
[12]迟世春,林皋.拱坝的动力控制研究[J].世界地震工程,2002,18(1):1-8.CHI Shichun,LIN Gao.Dynamic control of arch dams[J].World Earthquake Engineering,2002,18(1):1-8.(in Chinese)
[13]罗秉艳,徐艳杰,王光纶.大岗山拱坝考虑阻尼器抗震措施的非线性动力反应分析[J].水力发电学报,2007,26(1):67-70.LUO Bingyan,XU Yanjie,WANG Guanglun.Nonlinear dynamic analysis of Dagangshan arch dam with considering damperreinforcement[J].Journal of Hydroelectric Engineering,2007,26(1):67-70.(in Chinese)
[14]李正英,李正良,汪之松,等.黏滞阻尼器拱桥结构减震控制研究[J].振动与冲击,2007,26(1):56-60.LI Zhengying,LI Zhengliang,WANG Zhisong,et al.Study on seismic response control of an arch bridge with viscous dampers[J].Journal of Vibration and Shock,2007,26(1):56-60.(in Chinese)
[15]张微敬,钱稼茹,沈顺高,等.北京A380机库采用黏滞阻尼器的减振控制分析[J].建筑结构学报,2009,30(2):1-7.ZHANG Weijing,QIAN Jiaru,SHEN Shungao,et al.Vibration reduction analyses of Beijing A380 hangar structure with viscousdampers[J].Journal of Building Structures,2009,30(2):1-7.(in Chinese)