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Projects / Programmes source: ARIS

Mehanika konstrukcij (Slovene)

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Periods
January 1, 1999 - December 31, 2003
Research activity

Code Science Field Subfield
2.05.00  Engineering sciences and technologies  Mechanics   
2.01.00  Engineering sciences and technologies  Civil engineering   

Code Science Field
T220  Technological sciences  Civil engineering, hydraulic engineering, offshore technology, soil mechanics 
T210  Technological sciences  Mechanical engineering, hydraulics, vacuum technology, vibration and acoustic engineering 
T150  Technological sciences  Material technology 
Evaluation (rules)
source: COBISS
Evaluation of bibliographic research performance indicators according to ARIS methodology
Citations Citations for bibliographic records in COBIB.SI that are linked to records in citation databases
source: WoS source: Scopus source: COBISS
Researchers (7)
no. Code Name and surname Research area Role Period No. of publications
1.  16142  PhD Rado Flajs  Civil engineering  Researcher  2002 - 2003  62 
2.  02189  PhD Miran Saje  Civil engineering  Head  2001 - 2003  484 
3.  09217  PhD Stanislav Srpčič  Civil engineering  Researcher  2001 - 2003  178 
4.  03521  PhD Marjan Stanek  Civil engineering  Researcher  2001 - 2002  75 
5.  08437  PhD Goran Turk  Civil engineering  Researcher  2001 - 2002  524 
6.  15161  PhD Blaž Vratanar  Mechanics  Researcher  2001 - 2002  23 
7.  19121  PhD Dejan Zupan  Civil engineering  Researcher  2001 - 2003  240 
Organisations (1)
no. Code Research organisation City Registration number No. of publications
1.  0792  University of Ljubljana, Faculty of Civil and Geodetic Engineering  Ljubljana  1626981  25,726 
Abstract
Nonlinear mechanics of solids and structures is one of those broad subjects that are, both, of strong theoretical and practical interest. Within the present research program we, of course, deal with only a limited set of problems. In general, we intend to develop new refined numerical procedures and algorithms for the determination of deformations, the bearing capacity, stability zones, and the dynamical response of the elements of civil engineering structures such as trusses, frames, plates, shells, cables, or the structures themselves, e.g. bridges, towers, tall buildings, and foundations. In the time being, plane and space frames, and shells are being considered. The account is taken of exact kinematics (“geometric or kinematic nonlinearity”), an arbitrary initial geometry of structures, static, dynamic, conservative or nonconservative loads, and elastic-plastic as well as elastic-visco-plastic material (“material nonlinearity”). The short-term response of structures to high temperature variations during fire, and the long-term response of wooden structures due to a changing humidity, are two of the variety of our ongoing application-oriented research studies. More theory-oriented is our present research on convergence issues of the finite element method, particularily the research on the generalized patch test of nonconforming finite elements for quasi-linear boundary value problems.
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