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Projects / Programmes source: ARIS

Nelinearni problemi v teoriji konstrukcij (Slovene)

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Research activity

Code Science Field Subfield
2.01.03  Engineering sciences and technologies  Civil engineering  Constructions in civil engineering 

Code Science Field
T220  Technological sciences  Civil engineering, hydraulic engineering, offshore technology, soil mechanics 
Keywords
beam, elasticity, plasticity, stability, dynamics, numerical methods
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 (8)
no. Code Name and surname Research area Role Period No. of publications
1.  16142  PhD Rado Flajs  Civil engineering  Researcher  1998 - 2001  62 
2.  11536  PhD Jože Korelc  Civil engineering  Researcher  1998 - 2001  363 
3.  14507  PhD Igor Planinc  Civil engineering  Researcher  1998 - 2001  379 
4.  02189  PhD Miran Saje  Civil engineering  Head  1999 - 2001  484 
5.  09217  PhD Stanislav Srpčič  Civil engineering  Researcher  1998 - 2001  178 
6.  03521  PhD Marjan Stanek  Civil engineering  Researcher  1998 - 2001  75 
7.  08437  PhD Goran Turk  Civil engineering  Researcher  1998 - 2001  524 
8.  15161  PhD Blaž Vratanar  Mechanics  Researcher  2000 - 2001  23 
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  25,725 
Abstract
The objective of the research proposal is to develop new refined numerical procedures for the determination of deformations, the bearing capacity, the stability, and the dynamical response of structures. Plane and space frames will be considered. The account will be taken of exact kinematics, arbitrary initial curvature and cross-section of beams, static, dynamic, conservative or nonconservative loads, and elastic-plastic as well as elastic-visco-plastic material.
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