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Obtaining statistical data

Projects / Programmes source: ARIS

Obnašanje armiranobetonskih sten pri potresni obtežbi (Slovene)

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Research activity

Code Science Field Subfield
2.01.00  Engineering sciences and technologies  Civil engineering   

Code Science Field
T002  Technological sciences  Construction technology 
T230  Technological sciences  Building construction 
Keywords
reinforced-concrete shear walls, seismic loading, reinforcement, failure mechanism, load-bearing capacity, ductility, energy dissipation capacity
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 (11)
no. Code Name and surname Research area Role Period No. of publications
1.  08373  MSc Franc Capuder  Civil engineering  Researcher  1999 - 2001  0 
2.  04259  Branko Cerut  Civil engineering  Researcher  1996 - 2001  0 
3.  17974  Bojan Ferbežar    Researcher  1998 - 2001  0 
4.  14870  PhD Iztok Klemenc  Civil engineering  Researcher  1998 - 2001  0 
5.  05697  MSc Marjanca Lutman  Civil engineering  Researcher  1999 - 2001  0 
6.  17972  Primož Oblak    Researcher  1998 - 2001  0 
7.  06018  Ljubo Petkovič  Civil engineering  Researcher  1999 - 2001  0 
8.  18017  Boris Primec    Researcher  1998 - 2001  0 
9.  17973  Aleksander Sladič-Oblak    Researcher  1998 - 2001  0 
10.  00654  PhD Miha Tomaževič  Civil engineering  Head  1996 - 2001  0 
11.  10328  MSc Polona Weiss  Civil engineering  Researcher  1998 - 2001  0 
Organisations (1)
no. Code Research organisation City Registration number No. of publications
1.  1502  Slovenian National Building and Civil Engineering Institute  Ljubljana  5866324000  0 
Abstract
Seismic behaviour of r.c. shear walls with rectangular section is investigated. On the basis of experimentally obtained data, the existing mathematical models for evaluation of load-bearing capacity and deformability of r.c. shear walls will be verified and improved. By comparing the mechanisms of behaviour of the walls, having various depth of distribution of vertical steel and various types of confinement, recommendations for optimum design will be given and modifications of existing code requirements will be proposed.
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