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Materially nonlinear analysis of reinforced concrete plate | |
Author | Chou, Lie-liung |
Call Number | AIT Thesis no. ST-79-12 |
Subject(s) | Reinforced concrete- Testing Plates (Engineering)--Testing |
Note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology |
Publisher | Asian Institute of Technology |
Abstract | This study shows how the finite difference method can be used to analyze two dimensional reinforced concrete plate under progressive cracking. Based on very fundamental equations and concepts, the analysis is a step by step procedure that takes account of the change in rigidity of each region, due to cracking of concrete or yielding of steel, under increasing load. Numerical examples are given to beams and simply supported two way slabs. The numerical results agree well with available experimental results and ACI (1971) code recommendations. |
Year | 1979 |
Type | Thesis |
School | School of Engineering and Technology |
Department | Department of Civil and Infrastucture Engineering (DCIE) |
Academic Program/FoS | Structural Engineering (STE) /Former Name = Structural Engineering and Construction (ST) |
Chairperson(s) | Kawaguchi, Masahiro |
Examination Committee(s) | Worsak Kanok-Nukulchai ; Yamamoto, Yasuhiko |
Scholarship Donor(s) | Government of the Federal. Republic of Germany |
Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1979 |