| Author | Chang, Ching-pey |
| Call Number | AIT Thesis no.ST-81-03 |
| Subject(s) | Reinforced concrete construction--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 | A two-coefficient cubic equation load deflection model is developed based on the results of the quasi dynamic reversal loading tests. The test specimens used were bending failure governed cantilever type reinforced concrete beam-columns. The response of a single degree of freedom system
subjected to triangulated wave base movements is analyzed with the cubic equation model and the other conventional model s such as the bi-linear, the
tri-linear, Clough 's, and Takeda's models. The numerical results show that the cubic equation model is more realistic and practical than the other
models mentioned above. |
| Year | 1981 |
| 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) | Karasudhi, Pisidhi ; Loo, Yew-Chaye
|
| Scholarship Donor(s) | China Technical Consultants, Inc . , R. O.C. |
| Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1981 |