AbstractIn the paper the method of experimental temperature and stress measurement of reinforced concrete foundation slab during construction of the National Supercomputing Centre in Ostrava, Czech Republic is described. Measured results are compared with numerical analysis and time dependent development of concrete strength. Decreasing the tensile stress in concrete by use of the sliding joint was verified
AbstractInvestigating the behaviour of buildings is extremely useful for planning interventions aime...
AbstractDuring their lifetime bridge structures are exposed to various weather conditions and varyin...
AbstractSurface crack detection in metallic parts was considered through modeling the eddy-current p...
AbstractThe rising living standards and increasing demands for quality of the environment have led t...
AbstractSchmidt impact hammers are the most widespread devices used for non-destructive testing of c...
AbstractResults of the latest experiments have revealed that the maximum punching resistance defined...
AbstractThe article deals with the problem of using new types of reinforcement for concrete structur...
AbstractThis paper deals with the numerical analysis of tunnelling-induced settlements on concrete f...
AbstractThe paper presents the Ground Penetrating Radar (GPR) testing to determine the parameters of...
AbstractThis paper presents a finite-difference computational method, which describes the plane stat...
AbstractThe hereby discussed bridge span consists of steel truss elements prepared in a workshop, eq...
AbstractFree cantilever method has become a very common method for the concrete bridges construction...
AbstractAccording to Comitè Europèen de Normalisation, robustness is the ability of a structure to w...
AbstractThe aim of this paper is to discuss the shear resistance angle φ’ of structurally complex fo...
AbstractBased on the research works carried out at the Faculty of Civil Engineering of Brno Universi...
AbstractInvestigating the behaviour of buildings is extremely useful for planning interventions aime...
AbstractDuring their lifetime bridge structures are exposed to various weather conditions and varyin...
AbstractSurface crack detection in metallic parts was considered through modeling the eddy-current p...
AbstractThe rising living standards and increasing demands for quality of the environment have led t...
AbstractSchmidt impact hammers are the most widespread devices used for non-destructive testing of c...
AbstractResults of the latest experiments have revealed that the maximum punching resistance defined...
AbstractThe article deals with the problem of using new types of reinforcement for concrete structur...
AbstractThis paper deals with the numerical analysis of tunnelling-induced settlements on concrete f...
AbstractThe paper presents the Ground Penetrating Radar (GPR) testing to determine the parameters of...
AbstractThis paper presents a finite-difference computational method, which describes the plane stat...
AbstractThe hereby discussed bridge span consists of steel truss elements prepared in a workshop, eq...
AbstractFree cantilever method has become a very common method for the concrete bridges construction...
AbstractAccording to Comitè Europèen de Normalisation, robustness is the ability of a structure to w...
AbstractThe aim of this paper is to discuss the shear resistance angle φ’ of structurally complex fo...
AbstractBased on the research works carried out at the Faculty of Civil Engineering of Brno Universi...
AbstractInvestigating the behaviour of buildings is extremely useful for planning interventions aime...
AbstractDuring their lifetime bridge structures are exposed to various weather conditions and varyin...
AbstractSurface crack detection in metallic parts was considered through modeling the eddy-current p...