Non-linear Analysis of the Soil-Structure Interaction of Baldornon's Church, Spain using the Finite Element Method

2009 ◽  
Author(s):  
J.J. Del Coz Diaz ◽  
P.J. García Nieto ◽  
A. Lozano Martínez-Luengas ◽  
F.P. Álvarez Rabanal
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Soil Structure ◽  
Linear Analysis ◽  
Soil Structure Interaction ◽  
The Finite Element Method ◽  
Structure Interaction ◽  
Non Linear ◽  
Element Method

scholarly journals Dynamic Analysis of Partially Embedded Structures Considering Soil-Structure Interaction in Time Domain

2011 ◽  
Vol 2011 ◽  
pp. 1-23 ◽  
Author(s):  
Sanaz Mahmoudpour ◽  
Reza Attarnejad ◽  
Cambyse Behnia
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Dynamic Response ◽  
Time Domain ◽  
Soil Structure ◽  
Soil Structure Interaction ◽  
Structure System ◽  
Structure Interaction ◽  
Scaled Boundary Finite Element ◽  
Element Method

Analysis and design of structures subjected to arbitrary dynamic loadings especially earthquakes have been studied during past decades. In practice, the effects of soil-structure interaction on the dynamic response of structures are usually neglected. In this study, the effect of soil-structure interaction on the dynamic response of structures has been examined. The substructure method using dynamic stiffness of soil is used to analyze soil-structure system. A coupled model based on finite element method and scaled boundary finite element method is applied. Finite element method is used to analyze the structure, and scaled boundary finite element method is applied in the analysis of unbounded soil region. Due to analytical solution in the radial direction, the radiation condition is satisfied exactly. The material behavior of soil and structure is assumed to be linear. The soil region is considered as a homogeneous half-space. The analysis is performed in time domain. A computer program is prepared to analyze the soil-structure system. Comparing the results with those in literature shows the exactness and competency of the proposed method.

scholarly journals Non-linear analysis and warping of tubular pipe conveyors by the finite element method

2007 ◽  
Vol 46 (1-2) ◽  
pp. 95-108 ◽  
Author(s):  
J.J. del Coz Díaz ◽  
P.J. García Nieto ◽  
J.A. Vilán Vilán ◽  
A. Martín Rodríguez ◽  
J.R. Prado Tamargo ◽  
...  
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Linear Analysis ◽  
The Finite Element Method ◽  
Non Linear ◽  
Element Method

Non-linear analysis of a reinforced concrete sheet cover (umbrella) of 40m diameter by the finite element method

2007 ◽  
Vol 184 (1) ◽  
pp. 37-51 ◽  
Author(s):  
J.J. del Coz Díaz ◽  
L. Peñalver Lamarca ◽  
P.J. García Nieto ◽  
Alfonso Lozano Martínez-Luengas ◽  
J.A.Vilán Vilán
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Linear Analysis ◽  
The Finite Element Method ◽  
Non Linear ◽  
Element Method
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