2005 Volume 71 Issue 712 Pages 1612-1619
The principle of structural analysis by the ε-method was investigated for a two dimensional multi-storied and multi-span rectangular rigid frame loaded vertically or horizontally, in cases where rigid zone and shearing deformation are considered. The members, having such as earthquake-registant wall and wall structure in the rigid frame, can not be successfully analized only by bending deformation theory. When the sectinal form has fairly larger height compared to the length of the member in the rigid frame, shearing deformation must be taken into account. Finally, the results calculated by the digital computing program on the basis of proposal algorithm by the ε-method were shown in several figures.
TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series C
TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series B
TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A
Transactions of the Japan Society of Mechanical Engineers Series C
Transactions of the Japan Society of Mechanical Engineers Series B
