| Author | Ratnawidjaja, Soehendro |
| Call Number | AIT Thesis no.ST-82-23 |
| Subject(s) | Reinforced concrete construction--Models
|
| 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 deals with the derivation of a load deflection model which is applicable for analyzing the dynamic behaviour of reinforced
concrete members under combined flexure and axial loads. Based on the
test results obtained from an experimental program which had been conducted in Tohoku University, Japan, during the period of 1978 to 1980, a four coefficient Cubic Equation Load Deflection Model had been
developed. It was found that this mathematical model can properly represent the load deflection relationship and equivalent viscous damping ratio obtained from experiments.
A comparison between the
experimental results and the results of the proposed Cubic Equation Model showed that the dynamic responses in both the elastic and inelastic range can be predicted very accurately. |
| Year | 1982 |
| 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) | Ogawa, Junji |
| Examination Committee(s) | Wireland, Martin ; Worsak Kanok- Nukulchai |
| Scholarship Donor(s) | Petra Christian University |
| Degree | Thesis (M.Eng.)- Asian Institute of Technology, 1982 |