A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Anglies pluoštu sustiprintų gelžbetoninių sijų normalinio pjūvio stiprumo skaičiavimo modelių patikimumo analizė ; Reliability analysis of flexural capacity calculation models for FRP strengthened reinforced concrete beams
The master thesis covers the reliability analysis of flexural capacity calculation models for FRP strengthened reinforced concrete beams. The comparative and probabilistic analysis were performed, the most important factors influencing the bearing capacity’s function were determined. Based on the data of fiber reinforced polymer strengthened beams experimental research published by other authors, regression analysis of experimental and theoretical flexural capacities is performed, the accuracy of models is assessed. Furthermore, reliability analysis is presented and the exploitation of calculation methods is evaluated. In addition, the partial confidence factors are recommended in order to optimize reliability of the models. The thesis consists of an introduction, theoretical framework, comparative analysis of calculation models of bearing capacity, probabilistic analysis, regression analysis of experimental specimen, analysis of reliability, conclusions and the list of references. The thesis includes 65 pages without the annex, 33 illustrations, 7 tables, 28 references.
Anglies pluoštu sustiprintų gelžbetoninių sijų normalinio pjūvio stiprumo skaičiavimo modelių patikimumo analizė ; Reliability analysis of flexural capacity calculation models for FRP strengthened reinforced concrete beams
The master thesis covers the reliability analysis of flexural capacity calculation models for FRP strengthened reinforced concrete beams. The comparative and probabilistic analysis were performed, the most important factors influencing the bearing capacity’s function were determined. Based on the data of fiber reinforced polymer strengthened beams experimental research published by other authors, regression analysis of experimental and theoretical flexural capacities is performed, the accuracy of models is assessed. Furthermore, reliability analysis is presented and the exploitation of calculation methods is evaluated. In addition, the partial confidence factors are recommended in order to optimize reliability of the models. The thesis consists of an introduction, theoretical framework, comparative analysis of calculation models of bearing capacity, probabilistic analysis, regression analysis of experimental specimen, analysis of reliability, conclusions and the list of references. The thesis includes 65 pages without the annex, 33 illustrations, 7 tables, 28 references.
Anglies pluoštu sustiprintų gelžbetoninių sijų normalinio pjūvio stiprumo skaičiavimo modelių patikimumo analizė ; Reliability analysis of flexural capacity calculation models for FRP strengthened reinforced concrete beams
Zovaitė, Akvilė (author) / Šalna, Remigijus
2021-06-08
Theses
Electronic Resource
Lithuanian , English
DDC:
690