| Author | Komen Charoensukvanich |
| Call Number | AIT Thesis no. 293 |
| Subject(s) | Slabs
|
| 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 | The objective of this study is to analyze an annular slab fixed at the outer edge and supported by equally spaced columns on the inner edge. The thin plate theory is used in this analysis, The results are presented in the forms of a table and charts which show that deflection and stress resultants decrease as the ratio of the inner radius to the outer radius increases. The number of columns, with the range of four to sixteen, has
not much effect on the maximum radial bending moment, but the maximum magnitudes of the other stress resultants and deflection decreases as the
column number increases. Reducing the column width increases the shearing
forces and the transverse bending moment. However, the deflection and the radial bending moment are insensitive to the variation of the column width. |
| Year | 1970 |
| Type | Thesis |
| School | Student Research Before 1980 |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Thesis (Year <=1979) |
| Chairperson(s) | Lee, Seng-Lip ;Karasudhi, Pisidhi |
| Scholarship Donor(s) | Asian Institute of Technology |
| Degree | Thesis (M. Eng.) - Asian Institute of Technology, 1970 |
