Citation: | HE Wen-fu, HUO Da, LIU Wen-guang, TENG Hai-wen. Experimental Study and Numerical Analysis of High Rise Isolated Structure[J]. Journal of Beijing University of Technology, 2010, 36(3): 334-339. |
[1] |
李桂清,霍达.结构控制理论及应用[M].武汉:武汉工业大学出版社,1993:80-88.
|
[2] |
刘文光.橡胶隔震支座力学性能及隔震结构地震反应分析研究[D]:北京:北京工业大学建筑工程学院,2003:13-17.LI UWen-guang.Mechanics properties of rubber bearings and earthquake response analysis of isolated structure[D]:Beijing:College of Architecture and Civil Engineering,Beijing University of Technology,2003:13-17.(in Chinese)
|
[3] |
PKTV,PAUL D K.Force-deformation behavior of isolation bearings[J].Journal of Bridge Engineering,2007,12(4):527-529.
|
[4] |
YOSHIDA J,ABE M,FUJI NO Y,et al.Three-dimensional finite-element analysis of high damping rubber bearings[J].Journal of Engineering Mechanics,2004,130(5):607-620.
|
[5] |
小琦均,铃木重信,向野聪彦,等.适合超高层隔震建筑天然橡胶隔震支座相关研究[C]∥日本建筑学会学术讲演梗概集.东京:日本建筑学会,2000:639-640.SUZUKI Shigenobu,KIKUCHI Takashi,YOSHIZAWA Toshikazu,et al.Study on natural rubber bearings for base isolatedhigh-rise building[C]∥Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan.Tokyo:Architectural Institute of Japan,2000:639-640.(in Japanese)
|
[6] |
岸本光平,长濑正,河田康夫.42层超高层RC隔震结构的设计[C]∥日本建筑学会学术讲演梗概集.东京:日本建筑学会,2001:705-706.KISHIMOTO Kouhei,NAGASE Tadashi,KAWADA Yasuo,et al.Design of 42-story reinforced concrete building with baseisolation system[C]∥Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan.Tokyo:ArchitecturalInstitute of Japan,2001:705-706.(in Japanese)
|
[7] |
YOSHIDA J,ABE M,FUJI NO Y,et al.Three-dimensional finite-element analysis of high damping rubber bearings[J].Journal of Engineering Mechanics,2004,130(5):607-620.
|
[8] |
HWANG J,HSU T.Experimental study of isolated building under triaxial ground excitations[J].Journal of StructuralEngineering,2000,126(8):879-886.
|
[9] |
何文福,霍达,刘文光,等.长周期隔震结构地震反应分析[J].北京工业大学学报,2008,34(4):391-397.HE Wen-fu,HUO Da,LI U Wen-guang,et al.Study on long period portion of acceleration design spectra[J].Journal ofBeijing Universtity of Technology,2008,34(4):391-397.(in Chinese)
|
[10] |
何文福,刘文光,霍达,等.铅芯橡胶支座滞回曲线的扁环现象及其恢复力模型[J].郑州大学学报:工学版,2006,27(4):71-74.HE Wen-fu,LI UWen-guang,HUO Da,et al.Flat-loop effect and hysteresis property of the rubber bearings[J].Journal ofZhengzhou University:Engineering Science,2006,27(4):71-74.(in Chinese)
|
[11] |
何文福,刘文光,杨彦飞,等.橡胶支座水平剪切弹塑性力学性能试验研究[J].兰州理工大学学报,2007,33(3):120-123.HE Wen-fu,LI U Wen-guang,YANG Yan-fei,et al.Experimental investigation of elasticplastic mechanical behaviour ofhorizontal shearing of rubber bearings[J].Journal of Lanzhou University of Technology,2007,33(3):120-123.(inChinese)
|
[12] |
PKT V,PAUL D K.Force-deformation behavior of isolation bearings[J].Journal of Bridge Engineering,2007,12(4):527-529.
|
[13] |
WONGPRASERTN,SYMANS M D.Experimental evaluation of adaptive elastomeric base-isolated structures using variable-orifice fluid dampers[J].Journal of Structural Engineering,2005,131(6):867-877.
|
[14] |
TSAI M,WU S,CHANG K,et al.Shaking table tests of a scaled bridge model with rolling-type seismic isolation bearings[J].Engineering Structures,2007,29(5):694-702.
|
[15] |
NAGARAJAIAHS,REINHORNAM,CONSTANTINOUMC.Torsion in base-isolated structures with elastomeric isolationsystems[J].Journal of Structural Engineering,1993,119(10):2932-2951.
|
[16] |
HOUSNER G W,BERGMAN L A,CAUGHEY T K,et al.Structural control:past,present,and future[J].Journal ofEngineering Mechanics,1997,123(9):897-971.
|
[17] |
JANGID R S.Seismic response of isolated bridges[J].Journal of Bridge Engineering,2004,9(2):156-166.
|
[18] |
GAVI N HP,ALDEMIR U.Optimal control of earthquake response using semiactive isolation[J].Journal of EngineeringMechanics,2005,131(8):769-776.
|