A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced and Prestressed Concrete Frames
An efficient numerical procedure for the material and geometric nonlinear analysis of planar reinforced and prestressed concrete frames including the time dependent effects due to load history, temperature history, creep, shrinkage and aging of concrete and relaxation of prestress is developed. The procedure, based on the finite element method, is capable of predicting the response of these structures throughout their service load history as well as throughout elastic, inelastic and ultimate load ranges. In addition to reinforced concrete frames, pre-tensioned, post-tensioned bonded and unbonded concrete frames are analyzed distinguishing three distinct stages of loading; i.e., before, at and after the transfer of prestress. A series of numerical examples are presented to study the validity and applicability of the present method. The results are compared with experimental results and the analytical results obtained by other investigators.
Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced and Prestressed Concrete Frames
An efficient numerical procedure for the material and geometric nonlinear analysis of planar reinforced and prestressed concrete frames including the time dependent effects due to load history, temperature history, creep, shrinkage and aging of concrete and relaxation of prestress is developed. The procedure, based on the finite element method, is capable of predicting the response of these structures throughout their service load history as well as throughout elastic, inelastic and ultimate load ranges. In addition to reinforced concrete frames, pre-tensioned, post-tensioned bonded and unbonded concrete frames are analyzed distinguishing three distinct stages of loading; i.e., before, at and after the transfer of prestress. A series of numerical examples are presented to study the validity and applicability of the present method. The results are compared with experimental results and the analytical results obtained by other investigators.
Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced and Prestressed Concrete Frames
Y. J. Kang (author)
1977
256 pages
Report
No indication
English