http://swrc.ontoware.org/ontology#UnrefereedArticle
非対称曲げをうけるラーメンの一解法
ja
草間 孝志
信州大学工学部
信州大学工学部紀要 13: 91-116 (1962)
信州大学工学部紀要
13
91-116
1962-08-01
In practice, the rigid frames which have the members of unsymmetrical cross sections are occasionally constructed. In such cases, it is neccessary to consider the outside displacements to the frame plane together with displacements in the frame plane. But their stresses are conventionally calculated in neglecting the effects of these outside displacements in the practical design. Then the writer fears that this conventional method of analysis is to lead errorneous results. The writer has tried to analyse these frames exactly by taking the deflections of the members in all directions into consideration. The fundamental formulas are referred to the slope-deflection formulas, and the method of analysis is shown by giving illustrative examples. It has especially been noticed that the magnitude of product of inertia of cross section is the most effective factor.
Article
application/pdf
0037-3818
AN00121228