参考文献/References:
[1] 周福霖. 工程结构减震控制[M].北京: 地震出版社,1997. ZHOU Fulin. Seismic control of structures[M]. Beijing: Seismological Press, 1997.
[2] BOUC R. Forced vibration of mechanical system with hysteresis [C]//Proceeding of 4th conference on nonlinear oscillation, Czechoslovakia, Prague ,1967.
[3] PARK Y J, WEN Y K , ANG A H-S. Random vibration of hysteretic systems under bi-directional ground motions[J]. Earthquake Engineering and Structural Dynamics, 1986(14):543-557.
[4] 中国建筑标准设计研究院.SAP2000 中文版使用指南[M]. 北京：人民交通出版社,2006.
China Institute of Building Standards Dsign & Research. Guide of SAP2000-Chinese version[M]. Beijing：People′s Communication Press,2006.
[5] 中国建筑标准设计研究院.ETABS 中文版使用指南[M]. 北京：中国建筑工业出版社,2004.
China Institute of Building Standards Dsign & Research. Guide of ETABS Chinese version[M]. Beijing：China Architecture & Building Press,2004.
[6] 马长飞，谭平，张亚辉，等. 考虑P–△效应的柱顶隔震结构的动力响应分析[J]. 土木工程学报，2010,43(S):230-234.
MA Changfei, TAN Ping, ZHANG Yahui et al. Dynamic responses analysis of structures with isolators on the top of the columns considering P–△ effects[J].China Civil Engineering Journal, 2010,43(S):230-234.
[7] 日本建筑协会. 隔震结构设计[M]. 刘文光, 译. 北京: 地震出版社, 2006.
Japanese Architecture Institute. Recommendation fordesign of base isolated building[M]. LIU Wenguang, Translated . Beijing：Seismological Press,2006.
[8] FENG Demin, MIYAMA Takafumi, TORII Tsugio et al. A new analytical model for the lead rubber bearing[C]//12WCEE, New Zealand: Auckland, 2000.
[9] SKINNER R I, ROBINSON W H , MCVERRY G H. An introduction to seismic isolation[M].NewYork: JohnWiley&Sons, 1993.
[10] GB50011-2010 建筑抗震设计规范[S] .北京: 中国建筑工业出版社, 2010.
GB50011-2010,Code for seismic design of buildings[S]．Beijing：Building Industry Press of China, 2010.
相似文献/References:
[1]白成军、,吴 葱,狄亚静.基于材份制的文物建筑测绘精度分析[J].西安建筑科技大学学报：自然版,2015,47(04):560.[doi:10.15986/j.1006-7930.2015.04.017]
BAI Chengjun,WU Cong,DI Yajing.Surveying and mapping of cultural relic building based on the material system accuracy analysis[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2015,47(02):560.[doi:10.15986/j.1006-7930.2015.04.017]
[2]郝 玲,李子萍,李志民.安全视野下中小学校校园入口交通组织规划研究[J].西安建筑科技大学学报：自然版,2015,47(04):587.[doi:10.15986/j.1006-7930.2015.04.022]
HAO Ling,LI Ziping,LI Zhimin.Research on the traffic organization planning of urban primary and middle school campus in the perspective of security[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2015,47(02):587.[doi:10.15986/j.1006-7930.2015.04.022]
[3]陈延信１,２,施寿芬１,等.外循环式高固气比分解炉气相流场的数值模拟[J].西安建筑科技大学学报：自然版,2011,43(01):48.[doi:DOI:10.15986/j.1006-7930.2011.01.004]
,,et al.Ｔｈｅ ｎｕｍｅｒｉｃａｌ ｓｉｍｕｌａｔｉｏｎ ｏｆ ｆｌｏｗ－ｆｉｅｌｄｉｎ ｈｉｇｈ ｓｏｌｉｄ ｔｏ ｇａｓ ｒａｔｉｏｎ ｅｘｔｅｒｎａｌ ｃｉｒｃｕｌａｔｉｎｇ ｐｒｅｃａｌｃｉｎｅｒ[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(02):48.[doi:DOI:10.15986/j.1006-7930.2011.01.004]
[4]王 琰１,２,李志民１,等.大学整体化教学楼群的概念及建构研究[J].西安建筑科技大学学报：自然版,2011,43(01):85.[doi:DOI:10.15986/j.1006-7930.2011.01.023]
,,et al.Ｃｏｎｃｅｐｔｉｏｎ ａｎａｌｙｓｉｓ ａｎｄ ｃｏｎｓｔｒｕｃｔｉｏｎ ｍｏｄｅ ｓｔｕｄｙｏｎ ｈｏｌｉｓｔｉｃ ｃｌａｓｓｒｏｏｍ ｂｕｉｌｄｉｎｇ ｇｒｏｕｐ ｏｎ ｕｎｉｖｅｒｓｉｔｙ ｃａｍｐｕｓ[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(02):85.[doi:DOI:10.15986/j.1006-7930.2011.01.023]
[5]方永恒,许 晶.产业集群系统协同演化动力模型研究[J].西安建筑科技大学学报：自然版,2011,43(01):113.[doi:DOI:10.15986/j.1006-7930.2011.01.010]
.Ｄｙｎａｍｉｃ ｍｏｄｅｌ ｏｆ ｃｏｌｌａｂｏｒａｔｉｖｅ ｅｖｏｌｕｔｉｏｎ ｏｆ ｉｎｄｕｓｔｒｉａｌ ｃｌｕｓｔｅｒ[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(02):113.[doi:DOI:10.15986/j.1006-7930.2011.01.010]
[6]徐 捷.大型振动台基础大体积混凝土防止裂缝产生的质量控制措施[J].西安建筑科技大学学报：自然版,2011,43(01):131.[doi:DOI:10.15986/j.1006-7930.2011.01.027]
Ｑｕａｌｉｔｙ ｃｏｎｔｒｏｌ ｍｅａｓｕｒｅｓ ｐｒｅｖｅｎｔｉｎｇ ｃｒａｃｋｓ ｉｎ ｍａｓｓ ｃｏｎｃｒｅｔｅｆｏｕｎｄａｔｉｏｎ ｏｆ ｌａｒｇｅ ｓｃａｌｅ ｓｈａｋｉｎｇ ｔａｂｌ[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(02):131.[doi:DOI:10.15986/j.1006-7930.2011.01.027]
[7]宋 宏,刘晓君,胡 振.地铁对沿线住宅户型面积影响的实证分析[J].西安建筑科技大学学报：自然版,2011,43(02):237.[doi:DOI :10.15986/j .1006-7930.2011.02.023]
SONG Hong,L IU X iao-jun,HU Zhen.The substantial evidence analysis of the influence of Xi′an of metro on the distribution of flat design[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(02):237.[doi:DOI :10.15986/j .1006-7930.2011.02.023]
[8]黄 义,等.刚体位移的补充方法及对壳单元有限元解的影响分析[J].西安建筑科技大学学报：自然版,2011,43(03):305.[doi:DOI :10.15986/j .1006-7930.2011.03.001]
HUANG Yi,DAN Yong,et al.A method of adding rigid body displacements and the analysisof convergence in shell element[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(02):305.[doi:DOI :10.15986/j .1006-7930.2011.03.001]
[9]崔晓玲,等.带端柱高性能混凝土剪力墙承载力分析[J].西安建筑科技大学学报：自然版,2011,43(03):367.[doi:DOI :10.15986/j .1006-7930.2011.03.020]
CUI X iao-l ing,LIA NG Xing-wen,et al.Loading capacity of high performance concrete shear wall with end columns[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(02):367.[doi:DOI :10.15986/j .1006-7930.2011.03.020]
[10]张 雄,鲁 辉,张永娟,等.矿渣活性激发方式的研究进展[J].西安建筑科技大学学报：自然版,2011,43(03):379.[doi:DOI :10.15986/j .1006-7930.2011.03.003]
Z HANG X iong,LU Hui,Z H AN GYong-juan,et al.Research progress of slag activation[J].J.Xi’an Univ. of Arch. & Tech.：Natural Science Edition,2011,43(02):379.[doi:DOI :10.15986/j .1006-7930.2011.03.003]