| contributor author | John C. Ermopoulos | |
| contributor author | Anthony N. Kounadis | |
| date accessioned | 2017-05-08T20:51:45Z | |
| date available | 2017-05-08T20:51:45Z | |
| date copyright | September 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9445%281985%29111%3A9%281979%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29633 | |
| description abstract | This paper deals with simple frames having latticed members of varying moments of inertia. Critical loads are established in a closed form by means of a bifurcational analysis. The individual and coupling effects of various parameters upon the load‐carrying capacity of such frames are fully assessed. The stresses in the chords and lacing bars of the members are also established with satisfactory accuracy. The analysis presented herein is illustrated through a numerical example. | |
| publisher | American Society of Civil Engineers | |
| title | Stability of Frames with Tapered Built‐Up Members | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1985)111:9(1979) | |
| tree | Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009 | |
| contenttype | Fulltext | |
