Loading...
Projects / Programmes source: ARIS

Analitične in numerične metode reševanja elastodinamičnih problemov polprostora (Slovene)

Research activity

Code Science Field Subfield
2.01.04  Engineering sciences and technologies  Civil engineering  Earthquake engineering 

Code Science Field
T002  Technological sciences  Construction technology 
T220  Technological sciences  Civil engineering, hydraulic engineering, offshore technology, soil mechanics 
Keywords
seizmology, dynamic soil-structure interaction, elastodynamic, radiation boundary condition
Evaluation (rules)
source: COBISS
Researchers (4)
no. Code Name and surname Research area Role Period No. of publicationsNo. of publications
1.  07599  PhD Stojan Kravanja  Civil engineering  Researcher  2000 - 2002  551 
2.  14095  PhD Miroslav Premrov  Civil engineering  Head  2000 - 2002  661 
3.  04771  PhD Igor Špacapan  Civil engineering  Researcher  2000 - 2002  91 
4.  03525  PhD Andrej Umek  Mechanics  Researcher  2000 - 2002  181 
Organisations (1)
no. Code Research organisation City Registration number No. of publicationsNo. of publications
1.  0797  University of Maribor, Faculty of Civil Engineering, Transportation Engineering and Architecture  Maribor  5089638011  12,841 
Abstract
By seismic analyse of pretentious constructions a problem of dynamic soil-structure interaction can be very important. Computational the main problem is a soil, which is according to a structure of very great dimensions and it can be treated as a halfspace. For a good soil model a radiation boundary condition (boundary condition at infinity) has to be correctly simulated. This asserts that at infinity all waves are outgoing and no energy is radiated from infinity towards the structure. As we think that according to a convergence and a simplification the described problem can be better solved as a finite system, a fictive finite boundary must be introduced in some distance from the origin of waving. The point is to assure good solutions also in the case that the fictive boundary is located as near as possible to the origin of waving. In this case the computational finite domain is namely small. We would like to assure that the method will be as more as possible general and applicable also for numerical solving of more complicated examples according to geometrical requests and heterogeneous of a soil.
Views history
Favourite