scholarly journals DYNAMIC BEHAVIOR OF AN EMBEDDED STRUCTURE : Boundary element analysis of approximate three-dimensional soil-structure interaction

1984 ◽  
Vol 344 (0) ◽  
pp. 81-92 ◽  
Author(s):  
SHOICHI NAKAI ◽  
NOBUO FUKUWA
Keyword(s):  
Boundary Element ◽  
Dynamic Behavior ◽  
Soil Structure ◽  
Three Dimensional ◽  
Soil Structure Interaction ◽  
Element Analysis ◽  
Structure Interaction ◽  
Boundary Element Analysis ◽  
Embedded Structure ◽  
Structure Boundary

Effect of Pile-Soil-Structure Interaction on the Cable-Stayed Bridge in Response to the Earthquake

2014 ◽  
Vol 539 ◽  
pp. 731-735 ◽  
Author(s):  
Yu Chen
Keyword(s):  
Finite Element ◽  
Seismic Response ◽  
Soil Structure ◽  
Response Spectrum ◽  
Three Dimensional ◽  
Soil Structure Interaction ◽  
Structure Interaction ◽  
Finite Element Software ◽  
Cable Stayed Bridge ◽  
Three Dimensional Finite Element

In this thesis, based on the design of a 140+90m span unusual single tower and single cable plane cable-stayed bridge, free vibration characteristics and seismic response are investigated; three dimensional finite element models of a single tower cable-stayed bridge with and without the pile-soil-structure interaction are established respectively by utilizing finite element software MIDAS/CIVIL, seismic response of Response spectrum and Earthquake schedule are analyzed respectively and compared. By the comparison of the data analysis, for small stiffness span cable-stayed bridge, the pile-soil-structure interaction can not be ignored with calculation and analysis of seismic response.

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