"The Material Non-linear Analysis of Concrete Plane Frame Structures"@en . "The Material Non-linear Analysis of Concrete Plane Frame Structures" . "3" . . "4"^^ . . "."@cs . . . "Sborn\u00EDk odborn\u00E9ho semin\u00E1\u0159e doktorsk\u00E9ho studia" . "RIV/00216305:26110/01:PU21381" . . . . . . "CZ - \u010Cesk\u00E1 republika" . . "Z(MSM 261100007)" . "2" . "concrete, analysis"@en . . "686070" . "The Material Non-linear Analysis of Concrete Plane Frame Structures"@cs . "1212-9275" . "The Material Non-linear Analysis of Concrete Plane Frame Structures" . "P\u011Bn\u010D\u00EDk, Jan" . . . . "This paper presents a method and a computational program for the material non-linear analysis of concrete plane frame structures. The computational method is based on a layered approach and uses material models, which are based on the theory of plasticity. This computational method may be used to calculate the Ultimate Limit State of reinforced concrete structures and prestressed concrete structures. For analysis the ANSYS computational system with the user beam element is used. It is possible to place this user beam element eccentrically at both external nodes with respect to the \u201Creference axis\u201C. Thus, a concrete cross-section, which is divided into a finite number of layers of, e.g., reinforcement steel, prestressing tendons or other structural materials, can be modeled separately."@en . "1"^^ . "[202995CA6AA9]" . "RIV/00216305:26110/01:PU21381!RIV/2005/MSM/261105/N" . "The Material Non-linear Analysis of Concrete Plane Frame Structures"@en . "26110" . "This paper presents a method and a computational program for the material non-linear analysis of concrete plane frame structures. The computational method is based on a layered approach and uses material models, which are based on the theory of plasticity. This computational method may be used to calculate the Ultimate Limit State of reinforced concrete structures and prestressed concrete structures. For analysis the ANSYS computational system with the user beam element is used. It is possible to place this user beam element eccentrically at both external nodes with respect to the \u201Creference axis\u201C. Thus, a concrete cross-section, which is divided into a finite number of layers of, e.g., reinforcement steel, prestressing tendons or other structural materials, can be modeled separately." . "The Material Non-linear Analysis of Concrete Plane Frame Structures"@cs . "1"^^ . "1-4" .