[1]LIUWenguang,HE Wenfu,YANG Qiaorong,Vertical Stiffness and DeformationAnalysis Models of Rubber Isolators in Compression andCompression-Shear States. Journal of Engineering Mechanics,2009.9.SCI: 000269061700005,EI:20093612280358
[2]YANGQiaorong,LIU Wenguang,HE Wenfu. Tensile Stiffness and DeformationModel of Rubber Isolators in Tension and Tension Shear States. Journalof Engineering Mechanics,ASCE,2010.4,SCI:000275658200003,EI:20102012936179
[8] LiuW. G.,He W. F.,Huo D. EARTHQUAKE RESPONSE CONTROL AND DYNAMIC TESTSRESEARCH ON BRIDGE AND BUILDING COMPLEX STRUCTURAL SYSTEM. Proceedingsof the Tenth International Symposium on Structural Engineering forYoung Experts,Vols I and Ii. 2008: p. 1261-1270. ISTP：000262914100211
[11]W.G.Liu,Q.R. Yang,L. Hua,and W.F. He. Numerical Response Analysis andShaking Table Tests for Bridge and Building Complex Structural System(Part II: Parameter Optimum and Earthquake Response Analysis). The 14thWorld Conference on Earthquake Engineering. 2008 ;
[12]W.F.He,W.G. Liu,X.Yang. Study on Elasto-plastic Response Spectra forIsolated Structures. The 14th World Conference on EarthquakeEngineering. 2008 ;
[13]D.M. Feng,W.F. He，Q.R.Yang,and W.G. Liu. Numerical Response Analysis and Shaking Table Testsfor Bridge and Building Complex Structural System (Part I: ComplexStructure Dynamic Test Research). The 14th World Conference onEarthquake Engineering. 2008 ;
[21]WenguangLIU,Demin FENG,Keiji MASUDA,Shuguang WANG and Qiaorong YANG. ACOMPARATIVE STUDY OF SEISMIC ISOLATION CODES WORLDWIDE PART II.RESPONSE ANALYSIS. First European Conference on Earthquake Engineeringand Seismology,Geneva,Switzerland,3-8 September 2006.
[25]DeminFENG,Wenguang LIU,Keiji MASUDA,Shuguang WANG and Shi HUAN. ACOMPARATIVE STUDY OF SEISMIC ISOLATION CODES WORLDWIDE PART I. DesignSpectrum. First European Conference on Earthquake Engineering andSeismology,Geneva,Switzerland,3-8 September 2006.
[27]DeminFENG,Kiyoshi TANAKA,Keiji MASUDA,Wenguang LIU. Response Analyses ofan Isolated Building Based on USA and Italy Seismic Codes,Part I.Design Response Spectra. Summaries of Technical Papers of AnnualMeeting Architectural Institute of Japan 2005.
[28]DeminFENG,Kiyoshi TANAKA,Keiji MASUDA,Wenguang LIU. Response Analyses ofan Isolated Building Based on USA and Italy Seismic Codes,Part II.Response Analysis Results. Summaries of Technical Papers of AnnualMeeting Architectural Institute of Japan 2005.
[29]LiuWG,Ou JP,Zhou FL,Yang QR. Earthquake response analysis model forslender isolated structure,in Proceedings of the Third InternationalConference on Earthquake Engineering - New Frontier and ResearchTransformation,Liu WQ,Yuan FG,Chang PC,Editors. 2004,IntellectualProperty Publishing House & China Waterpower Press: Beijing. p.633-640. ISTP：000226969200110
[42]LiuWenguang,Yang Qiaorong,Zhou Fulin. The new Mechanic concept of RubberBearings with stiffness factor. 8th World Seminar on Seismic Isolation,Energy Dissipation and Active Vibration Control of Structure，Armenia.2003.
[47]劉文光； 周福霖； 三山剛史等. Product Specification and Mechanical Properties ofChinese Rubber Bearings. 16th International Conference on StructureMechanics in Reactor Technology. 2001.
[54]WenguangLIU,Qiaorong YANG,Demin FENG . Design Rule and Product Standard ofSeismic Isolation With Rubber Bearing In China. Seismic Isolation,Passive Energy Dissipation And Active Control of Vibrations ofStructures. 1999.
[55]WenguangLIU,Qiaorong YANG,Demin FENG . Mechanic Characteristics of RubberBearings in Column Top Isolation System. A New Advance In SeismicIsolation Energy Dissipation and Control of Structures. 1999.
[56]FengDemin,Liu Wenguang. Characteristics of Lead Rubber Bearing (Part IIVarious dependence and Durability Property). Theories and Practices ofStructures Engineering. 1998.
[57]FengDemin,Liu Wenguang. Characteristics of Lead Rubber Bearing (Part IFundamental Dynamic Hysteresis Property). Theories and Practices ofStructures Engineering. 1998. 國家專利
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