| Author | Tzeng, Gwo-tsair Buddy |
| Call Number | AIT Thesis no. ST-88-26 |
| Subject(s) | Girders
Buckling (Mechanics)
|
| 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 finite integral method of numerical analysis is described
for the elastic lateral buckling of beams subject to combined
bending and axial force. By introducing a moment modification
factor, the solution then can be expressed in a slightly modified
form similar to the closed form solution.
Based on the numerical results, a formula for the values of
the moment modification factor , which are functions of both the
end moments ratio and the axial force is proposed. The proposed
formula is compared with the reduction factor formula used in the
present beam-columns design and the results are also discussed. |
| Year | 1988 |
| Type | Thesis |
| School | School of Engineering and Technology (SET) |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Structural Engineering (STE) /Former Name = Structural Engineering and Construction (ST) |
| Chairperson(s) | Sritawat Kitipornchai |
| Examination Committee(s) | Karasudhi, Pisidhi ;Hasegawa Akio
|
| Scholarship Donor(s) | Government of the Republic of China |
| Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1988 |
