期刊
JOURNAL OF ENGINEERING MECHANICS
卷 141, 期 8, 页码 -出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)EM.1943-7889.0000919
关键词
Earthquake; Transfer matrix method of multibody system; Computation efficiency; Calculation accuracy; Frame structure
Finite-element methods such as ANSYS are widely used in traditional structural dynamic analysis. The low computational efficiency of ANSYS is a hindrance in finite-element methods when computing the responses of special engineering structures. This paper details an innovative study in which the transfer matrix method of multibody system (MS-TMM) is introduced to analyze the dynamic response of civil engineering structures. Although the responses obtained by the MS-TMM are similar to the responses obtained by ANSYS, ANSYS requires a larger computation time. The results indicate that the MS-TMM can satisfy the computation efficiency and calculation accuracy requirements. (C) 2015 American Society of Civil Engineers.
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