| Author | Kanchit Malaivongs |
| Call Number | AIT Thesis no. 185 |
| Subject(s) | Structural frames
|
| Note | A thesis submitted in partial fulfillment of the requirements
for the degree of Master of Engineering in the SEATO GraduateSchool of Engineering, Bangkok, Thailand. |
| Publisher | Asian Institute of Technology |
| Abstract | Brick infilled steel frames, subjected to single lateral
inplane loads at the top, were analysed using an equivalent
strut theory. Each bounding frame was a square portal steel
frame, fixed at both bases and of constant section throughout.
Two 1.83-meter square plain brick walls and three prismatic, 1.83-meter square, steel frames, but of different stiff nesses, were constructed and tested. Two series of three brick infills were subsequently constructed to fill these steel frames. The first series was tested up to the elastic limit for the steel frames, and the second series was tested to failure. The experimental results were compared with the theoretical results and the use of the equivalent strut theory was discussed |
| Year | 1967 |
| Type | Thesis |
| School | Student Research Before 1980 |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Thesis (Year <=1979) |
| Chairperson(s) | Chiu, Arthur N.L |
| Examination Committee(s) | Jackson, N. ;Lorell, William.W. |
| Degree | Thesis (M. Eng.) - SEATO Graduate School of Engineering, 1967 |
