AI SearchNonlinear analysis of reinforced concrete frames
Call Number: AIT Thesis no. 1334 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 1334Publication details: Bangkok : Asian Institute of Technology, 1978Description: 55 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1978 Summary: A rigorous iterative method for the analysis of reinforced concrete structures, such as beams and frames, is presented. The nonlinear properties of concrete and steel are taken into account. The method uses P-M-0 curve which is constructed based on the nonlinear stress-strain relationship of the materials. An iterative process following the load moment-curvature relationship is employed in solving a set of simultaneous equations for the unknown curvatures of all the segments which comprise the total structure. Several examples are shown to evaluate the accuracy of the proposed method. Comparisons of the results of this study with existing experimental results showed a good agreement. Based on this study, elastic flexural rigidity (EI) values which may be used in an alternative elastic calculation of the frame and its ultimate rotational capacity is proposed.
| Cover image | Item type | Current library | Home library | Collection | Shelving location | Call number | Materials specified | Vol info | URL | Copy number | Status | Notes | Date due | Barcode | Item holds | Item hold queue priority | Course reserves | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
20-AIT Publication
|
Asian Institute of Technology Library AIT Publications | AIT Thesis no. 1334 (Browse shelf(Opens below)) | 1 | Available | 30050003025961 | |||||||||||||
40-Archives
|
Asian Institute of Technology Library Archives | AIT Thesis no. 1334 (Browse shelf(Opens below)) | Available | 30050160082805 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
Thesis (M.Eng.) - Asian Institute of Technology, 1978
A rigorous iterative method for the analysis of reinforced concrete structures, such as beams and frames, is presented. The nonlinear properties of concrete and steel are taken into account. The method uses P-M-0 curve which is constructed based on the nonlinear stress-strain relationship of the materials. An iterative process following the load moment-curvature relationship is employed in solving a set of simultaneous equations for the unknown curvatures of all the segments which comprise the total structure. Several examples are shown to evaluate the accuracy of the proposed method. Comparisons of the results of this study with existing experimental results showed a good agreement. Based on this study, elastic flexural rigidity (EI) values which may be used in an alternative elastic calculation of the frame and its ultimate rotational capacity is proposed.
There are no comments on this title.