ANALYSIS ON EFFECT OF SHOCK ABSORPTION OF RIBRATION-ISOLATED OF MULTI-STORY BUILDING BASE
Lei Jingya 1,2) ;Wang Fang 3) ;Luo Denggui 1,2) ; and He Tao 1,2)
1)Institute of Seismology,CEA,Wuhan 430071 2)Crustal Movement Laboratory,Wuhan 4300713)Department of Civil Engineering,Huaxia College,Wuhan University of Technology,Wuhan 430070
Abstract The principle and two calculating models of the baseisolated structure are introduced. Through a project example, the acceleration and the displacement response of top layer of a building with and without the baseisolated are simultaneously calculated with the Matlab time history analysis program. The computed results indicate that the baseisolated system used in the multistory building may effectively reduce the earthquake response of the structure.
Lei Jingya,Wang Fang ,Luo Denggui et al. ANALYSIS ON EFFECT OF SHOCK ABSORPTION OF RIBRATION-ISOLATED OF MULTI-STORY BUILDING BASE[J]. , 2007, 27(增刊): 71-73.
Lei Jingya,Wang Fang ,Luo Denggui et al. ANALYSIS ON EFFECT OF SHOCK ABSORPTION OF RIBRATION-ISOLATED OF MULTI-STORY BUILDING BASE[J]. jgg, 2007, 27(增刊): 71-73.
