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《Earthquake Engineering and Engineering Vibration》 2002-03
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A new explicit solution of dynamic response analysis

ZHANG Xiao zhi 1,CHENG Yan 2,XIE Li-li 3(1.Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China; 2.Harbin Institute of Building design, Harbin 150006, China; 3.Harbin Institute of Technology, Harbin 150006, China)  
After a brief reviewing of existing methods for analyzing dynamic response of system subjected to earthquake or other dynamic loads, a new method, called the Third Order Explicit Form of dynamic analysis is presented. It is proved by both theoretical and numerical analysis that the new method is with higher precision and stability than the currently used ones.
【Fund】: 国家重点基础研究发展规划 (973 )项目“大陆强震机理与预测”(95 13 0 60 3 )
【CateGory Index】: TU311.3
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