A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Aukštų sijų skaičiavimo metodų patikimumo analizė ; The analysis of the reliability methods of deep beams calculations
The master thesis deals with the reliability calculation methods of bearing capacity of deep concrete beams without shear reinforcement. The probabilistic analysis was performed, the most important factors influencing the bearing capacity’s function were determined. Based on the data of deep beam experimental research carried out by other authors, regression analysis of experimental and theoretical deep beam bearing capacity is performed. Moreover, the accuracy of methods is evaluated, and reliability analysis is presented. Recommendations are made on what to look for when calculating the reliability methods of bearing capacity of deep concrete beams without shear reinforcement. The thesis consists of an introduction, theoretical framework, analysis of calculation methods of bearing capacity, probabilistic analysis, regression analysis, analysis of experimental beams reliability, conclusions, and the list of references. The work includes 57 pages without appendixes, 22 illustrations, 5 tables, 37 references.
Aukštų sijų skaičiavimo metodų patikimumo analizė ; The analysis of the reliability methods of deep beams calculations
The master thesis deals with the reliability calculation methods of bearing capacity of deep concrete beams without shear reinforcement. The probabilistic analysis was performed, the most important factors influencing the bearing capacity’s function were determined. Based on the data of deep beam experimental research carried out by other authors, regression analysis of experimental and theoretical deep beam bearing capacity is performed. Moreover, the accuracy of methods is evaluated, and reliability analysis is presented. Recommendations are made on what to look for when calculating the reliability methods of bearing capacity of deep concrete beams without shear reinforcement. The thesis consists of an introduction, theoretical framework, analysis of calculation methods of bearing capacity, probabilistic analysis, regression analysis, analysis of experimental beams reliability, conclusions, and the list of references. The work includes 57 pages without appendixes, 22 illustrations, 5 tables, 37 references.
Aukštų sijų skaičiavimo metodų patikimumo analizė ; The analysis of the reliability methods of deep beams calculations
Levon, Beata (author) / Šalna, Remigijus
2019-06-10
Theses
Electronic Resource
Lithuanian , English
DDC:
690