Comparative analysis of seismic response characteristics of pile-supported structure

Autor:	Wei-wei Zhang, De-sen Kong, Qing-hui Meng, Chun-jie Li
Rok vydání:	2010
Předmět:	Pier Engineering business.industry Mechanical Engineering Structural engineering Incremental Dynamic Analysis Finite element method Physics::Geophysics Acceleration Mechanics of Materials General Materials Science Time domain Response spectrum business Pile Intensity (heat transfer)
Zdroj:	Journal of Central South University of Technology. 17:1370-1375
ISSN:	1993-0666 1005-9784
DOI:	10.1007/s11771-010-0644-8
Popis:	In order to analyze the seismic response characteristics of pile-supported structure, a computational model considering pile-soil-structure interaction effect was established by finite element method. Then, numerical implementation was made in time domain. At the same time, a simplified approximation for seismic response analysis of pile-soil-structure system was briefly presented. Furthermore, comparative study was performed for an engineering example. Through comparative analysis, it is shown that the results obtained by the simplified method well agree with those achieved by the finite element method. These results show that spectrum characteristics and intensity of input earthquakes are two important factors that can notablely influence the seismic response characteristics of superstructure. When the input ground motion acceleration amplitude gradually increases from 1 to 4 m/s2, the acceleration of pier top will increase, but it will not be simply proportional to the increase of input acceleration amplitude.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::647e2d7c79dd0d91bcabef82d12838c7 https://doi.org/10.1007/s11771-010-0644-8 Zobrazit plný text záznamu Full text from SpringerLink