AbstractResults of the latest experiments have revealed that the maximum punching resistance defined from crushing of concrete struts at the perimeter of a column in EC2 is an insufficient criterion for limitation of maximum shear forces at the vicinity of columns. Therefore further limitation has been introduced in STN EN 1992-1-1/NA. The paper will deal with the new requirements concerning of maximum punching shear resistance which is based on the kmax factor and punching shear resistance without shear reinforcement vRd,c
AbstractThe criterion of reliability - compulsory minimal eccentricity was verified by axially loade...
AbstractIn the paper the method of experimental temperature and stress measurement of reinforced con...
AbstractHygrothermal behavior of building envelope affects its overall performance. The device prese...
AbstractSchmidt impact hammers are the most widespread devices used for non-destructive testing of c...
AbstractThe purpose of this study is to simulate and evaluate the long-term (1000 years) consequence...
AbstractThis paper deals with dimensional aspects of circular column heads supporting beamless reinf...
AbstractThe rising living standards and increasing demands for quality of the environment have led t...
AbstractIn comparison with other working procedures of hollow parts, indirect extrusion is character...
AbstractDuring their lifetime bridge structures are exposed to various weather conditions and varyin...
AbstractThe article deals with the problem of using new types of reinforcement for concrete structur...
AbstractThe paper presents results of laboratory investigations concerning a fragment of nine field ...
AbstractThe effective mass transfer area (ae) of three structured packings (Mellapak 250Y, Mellapak ...
AbstractWater leakages in a water distribution system may vary from 5% to 55% of total supply and ge...
AbstractThis paper presents a study by the Finite Element Method (FEM) of the contact tensions betwe...
AbstractThe noise problem of UHVDC coverter stations which is more severe than that of HV ones, gets...
AbstractThe criterion of reliability - compulsory minimal eccentricity was verified by axially loade...
AbstractIn the paper the method of experimental temperature and stress measurement of reinforced con...
AbstractHygrothermal behavior of building envelope affects its overall performance. The device prese...
AbstractSchmidt impact hammers are the most widespread devices used for non-destructive testing of c...
AbstractThe purpose of this study is to simulate and evaluate the long-term (1000 years) consequence...
AbstractThis paper deals with dimensional aspects of circular column heads supporting beamless reinf...
AbstractThe rising living standards and increasing demands for quality of the environment have led t...
AbstractIn comparison with other working procedures of hollow parts, indirect extrusion is character...
AbstractDuring their lifetime bridge structures are exposed to various weather conditions and varyin...
AbstractThe article deals with the problem of using new types of reinforcement for concrete structur...
AbstractThe paper presents results of laboratory investigations concerning a fragment of nine field ...
AbstractThe effective mass transfer area (ae) of three structured packings (Mellapak 250Y, Mellapak ...
AbstractWater leakages in a water distribution system may vary from 5% to 55% of total supply and ge...
AbstractThis paper presents a study by the Finite Element Method (FEM) of the contact tensions betwe...
AbstractThe noise problem of UHVDC coverter stations which is more severe than that of HV ones, gets...
AbstractThe criterion of reliability - compulsory minimal eccentricity was verified by axially loade...
AbstractIn the paper the method of experimental temperature and stress measurement of reinforced con...
AbstractHygrothermal behavior of building envelope affects its overall performance. The device prese...