Dynamic analysis of a highlevelled highway bridge | |
| Author | Ismail, Mohammad Shoaib |
| Call Number | AIT Thesis no.1035 |
| Subject(s) | Structural dynamics Bridges |
| Note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand. |
| Publisher | Asian Institute of Technology |
| Abstract | Mathematical models and non-linear dynamic analysis procedures are described for determining the seismic response of a high levelled highway concrete bridge of two spans. Under the action of strong earthquakes, the columns (or piers) of such structures may experience large cyclic inelastic deformations of a coupled form. In this study, an elasto-plastic mathematical model suitable for representing the coupled inelastic flexural behavior of reinforced concrete column under cyclic deformation is presented. The procedures used for non-linear seismic response is described in detail with results of various stress resultants at critical points. |
| Year | 1977 |
| Type | Thesis |
| School | Student Research Before 1979 |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Thesis (Year <=1979) |
| Chairperson(s) | Karasudhi, Pisidhi |
| Examination Committee(s) | Takemiya, Hirokazu |
| Scholarship Donor(s) | The Government of Australia |
| Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1977 |