[1]周福霖.工程結構減震控制[M].北京:地震出版社,1997.ZHOU Fulin.Seismic control of engineering structures [M].Beijing:Seismological Press,1997.(in Chinese)
[2]李宏男,孫麗.結構在多維地震動作用下抗震計算組合方法[J].大連理工大學學報,2003,43(3):338-343.LI Hongnan,SUN Li.Modal combination method for earthquake-resistant design of structures to multiple seismic excitations[J].Journal of Dalian University of Technology,2003,43(3):338-343.(in Chinese)
[3]SADEK F,MOHRAZ B,TAYLOR A W,et al.A method of estimating the parameters of tuned mass dampers for seismic applications[J].Earthquake Engineering Structural Dynamics,1997,26(6):617-635.DOI:10.1002/(SICI)1096-9845(199706)26∶6<617∶∶AID-EQE664>3.0.CO.
[4]秦麗,閆維明,呼學軍,等.河南藝術中心標誌塔TMD地震控制[J].北京工業大學學報,2009,35(6):761-768.QIN Li,YAN Weiming,HU Xuejun,et al.Study on seismic control effectiveness of TMD system of symbolic tower of Henan Art Center [J].Journal of Beijing University of Technology,2009,35(6):761-768.(in Chinese)
[5]徐懷兵,歐進萍.設置混合調諧質量阻尼器的高層建築風振控制實用設計方法[J].建築結構學報,2017,38(6):144-154.DOI:10.14006/j.jzjgxb.2017.06.016.XU Huaibin,OU Jinping.Design method for wind-induced vibration control of high-rise buildings with hybrid tuned mass damper [J].Journal of Building Structures,2017,38(6):144-154.DOI:10.14006/j.jzjgxb.2017.06.016.(in Chinese)
[6]歐進萍,王永富.設置TMD、TLD控制系統的高層建築風振分析與設計方法[J].地震工程與工程振動,1994,14(2):61-75.DOI:10.13197/j.eeev.1994.02.005.OU Jinping,WANG Yongfu.Wind induced vibration analyses and design methods of tall buildings with tuned mass dampers or tuned liquid dampers[J].Earthquake Engineering and Engineering Vibration,1994,14(2):61-75.DOI:10.13197/j.eeev.1994.02.005.(in Chinese)
[7]北京金土木軟體技術有限公司,中國建築標準設計研究院.SAP2000 中文版使用指南[M].2 版.北京:人民交通出版社,2012.Beijing Golden Civil Software Technology Co.,Ltd.,China Institute of Building Standard Design & Research Co.,Ltd.SAP2000 Chinese version use guide[M].2nd ed.Beijing:China Communications Press,2012.(in Chinese)
[8]郝冰,張彥,曲淑英,等.場地卓越周期的計算及其工程應用[J].水利與建築工程學報,2016,14(5):144-150.DOI:10.3969/j.issn.1672-1144.2016.05.028.HAO Bing,ZHANG Yan,QU Shuying,et al.Calculation of site predominant period and its engineering applications[J].Journal of Water Resources and Architectural Engineering,2016,14(5):144-150.DOI:10.3969/j.issn.1672-1144.2016.05.028.(in Chinese)
[9]中華人民共和國住房和城鄉建設部.建築抗震設計規範:GB 50011—2010[S].2016版.北京:中國建築工業出版社,2016.Ministry of Housing and Urban-Rural Development of the People’s Republic of China.Code for Seismic Design of Buildings:GB 50011—2010 [S].2016 ed.Beijing:China Architecture & Building Press,2016.(in Chinese)
[10]張彬,蘇鵬,於冬冬.層間隔震地震響應分析[J] .中國地質災害與防治學報,2014,25(3):121-126.DOI:10.16031/j.cnki.issn.1003-8035.2014.03.052.ZHANG Bin,SU Peng,YU Dongdong.The earthquake response analysis of layer interval shock[J].The Chinese Journal of Geological Hazard and Control,2014,25(3):121-126.DOI:10.16031/j.cnki.issn.1003-8035.2014.03.052.(in Chinese)
[11]王峰,史慶軒,王朋,等.高層斜交網格筒結構受力層間位移的計算及其應用[J].建築結構學報,2019,40(8):181-190.DOI:10.14006/j.jzjgxb.2017.0542.WANG Feng,SHI Qingxuan,WANG Peng,et al.Calculation and application of physical story drift in high-rise diagrid tube structure[J].Journal of Building Structures,2019,40(8):181-190.DOI:10.14006/j.jzjgxb.2017.0542.(in Chinese)