Current regulations for reinforced concrete structures that are used in countries of EU and Ukraine contain specific rules for the calculation of RC structures. Rules and chapters for strength of cross-section calculation are based on dimensions of the most critical cross-section of the element. Values used there are unified and widely accepted. Regulations are mostly made for the elements of a full, finished cross-section. The question of implementation of calculation on elements with damaged cross-section arises, as well as the selection of values and parameters. For this purpose, research to study the behaviour of reinforced concrete columns with "built-in" damage under compressive load to a state of collapse with the most critical cross...
This research is achieved in the general frame‐work of the study of the concrete behaviour. It has f...
Objectives. The aim of the study isto assess the influence of concrete deformation properties during...
V diplomski nalogi so obravnavane metode za izračun odpornosti armiranobetonskih prerezov obremenjen...
Current regulations for reinforced concrete structures that are used in countries of EU and Ukraine ...
The article shows the development of analytical method for the calculation of damaged reinforced con...
Eden izmed elementov, ki lahko sestavlja gradbeno konstrukcijo je steber. Obnašanje stebra pod vpliv...
V nalogi smo primerjali dva postopka za oceno rotacijske kapacitete armiranobetonskih stebrov, ki st...
Columns perform a fundamental function in structures and studies on their reliability significantly ...
Hlavním cílem této práce je vytvoření pomůcky pro výpočet napjatosti a charakteristické šířky trhlin...
The paper presents a method of producing Circular Cross-Section Columns (CCSC), which can provide su...
This research is achieved in the general frameâ€work of the study of the concrete behaviour. It has ...
The paper presents a method of producing Circular Cross-Section Columns (CCSC), which can provide su...
The article discusses two constructive schemes of the building: two 20-storey buildings, in one mode...
The article presents the results of a numerical experiment consisting in a test of an eccentrically ...
The expediency of using precast spun concrete columns of annular cross-sections reinforced by high-s...
This research is achieved in the general frame‐work of the study of the concrete behaviour. It has f...
Objectives. The aim of the study isto assess the influence of concrete deformation properties during...
V diplomski nalogi so obravnavane metode za izračun odpornosti armiranobetonskih prerezov obremenjen...
Current regulations for reinforced concrete structures that are used in countries of EU and Ukraine ...
The article shows the development of analytical method for the calculation of damaged reinforced con...
Eden izmed elementov, ki lahko sestavlja gradbeno konstrukcijo je steber. Obnašanje stebra pod vpliv...
V nalogi smo primerjali dva postopka za oceno rotacijske kapacitete armiranobetonskih stebrov, ki st...
Columns perform a fundamental function in structures and studies on their reliability significantly ...
Hlavním cílem této práce je vytvoření pomůcky pro výpočet napjatosti a charakteristické šířky trhlin...
The paper presents a method of producing Circular Cross-Section Columns (CCSC), which can provide su...
This research is achieved in the general frameâ€work of the study of the concrete behaviour. It has ...
The paper presents a method of producing Circular Cross-Section Columns (CCSC), which can provide su...
The article discusses two constructive schemes of the building: two 20-storey buildings, in one mode...
The article presents the results of a numerical experiment consisting in a test of an eccentrically ...
The expediency of using precast spun concrete columns of annular cross-sections reinforced by high-s...
This research is achieved in the general frame‐work of the study of the concrete behaviour. It has f...
Objectives. The aim of the study isto assess the influence of concrete deformation properties during...
V diplomski nalogi so obravnavane metode za izračun odpornosti armiranobetonskih prerezov obremenjen...