论文信息 - Temperature Rise Effect of Viscoelastically Damped Structures Under Strong Earthquake Ground Motions - 字舞流文

Temperature Rise Effect of Viscoelastically Damped Structures Under Strong Earthquake Ground Motions

M. L. Lai | Kai-Wei Chang | Ming-Wei Tsai | Y. H. Chang

[1] T. T. Soong,et al. Seismic behaviour of reinforced concrete frame with added viscoelastic dampers , 1995 .

[2] 日本建築学会. Preliminary reconnaissance report of the 1995 Hyogoken-Nanbu Earthquake , 1995 .

[3] James M. Kelly,et al. EVOLUTIONARY MODEL OF VISCOELASTIC DAMPERS FOR STRUCTURAL ApPLICATIONS , 1997 .

[4] James M. Kelly,et al. Application of fractional derivatives to seismic analysis of base‐isolated models , 1990 .

[5] C. Tsai,et al. TEMPERATURE EFFECT OF VISCOELASTIC DAMPERS DURING EARTHQUAKES , 1994 .

[6] T. T. Soong,et al. SEISMIC BEHAVIOR OF STEEL FRAME WITH ADDED VISCOELASTIC DAMPERS , 1996 .

[7] A. Gemant,et al. A Method of Analyzing Experimental Results Obtained from Elasto‐Viscous Bodies , 1936 .