On the request of the Institute for the Protection of Cultural heritage of Slovenia, static and seismic assessment of the Kolizej building in Ljubljana was made. Following the results of laboratory tests analysis and assessment of the existing structure was made. On the basis of obtained results statements were made regarding structure and foreseen status of the building.
F.30 Professional assessment of the situation
COBISS.SI-ID: 4111201Within this interview some of the main outcomes from the research projects financed by Republic of Slovenia (provided by ARRS) were briefly presented: L2?0873 Optimized planning of sustainable retrofitting actions for preservation of historical monuments and building heritage and M4?0207 Efficient models for the assessment of vulnerability of historical monuments in case of armed conflicts
F.27 Contribution to preserving/protecting natural and cultural heritage
COBISS.SI-ID: 4655713Following results of recently carried EU and national research projects, a comprehensive set of data regarding the effectiveness of diff. testing meth. depnding from the type of problem were collected and analyzed. Masonry heritage structures that differ both in historical and structural point of view, have been investigated and analyzed. it was concluded that the effectiveness of particular diagnosis technique for the investigation of masonry structures depends from numerous factors. Attempt to determine which of technique may be appropriate depending from the observed problem was made.
B.04 Guest lecture
COBISS.SI-ID: 4300129The results of long-term monitoring of the building of Veterinary Faculty in Ljubljana are presented. According to the results of survey it was concluded that existing cracks are progressing. Due to the settlement problems, the cracks in upper stories are in constant progress. Results of seismic analysis carried out with push-over analysis (SREMB software) and modal analysis with SAP 2000, confirm that with proposed strengthening measures is possible to rise the level of seismic resistance up to certain level but still not enough to fulfill the requirements of current code provisions
F.30 Professional assessment of the situation
COBISS.SI-ID: 4961633The content of potentially harmful substances for nine different dry injection grouts were analyzed. Properties of fresh and hardened grouts were determined. Cylindrical specimens that represented internal core of injected wall were tested and their mechanical parameters were evaluated. Based on the obtained test results, chemical, physical and mechanical criteria for selecting optimal grout mixture were given and the tested grouts were classified in three classes. Criteria for different classes were determined through collaboration with conservators and producers of grouts.
B.03 Paper at an international scientific conference
COBISS.SI-ID: 5131105