Merchant & Gould P.C.
Design analysis method of earthquake-proof reinforcement structure, and storage medium
A member of an earthquake-proof reinforcement structure is selected with reference to the allowable stress intensity ratio of the member, a ductility factor ratio allowable as a deformation magnification by earthquake-proof reinforcement of the selected member is set, an increase in load in a plasticity range, which acts on the selected member, is calculated on the basis of the set ductility factor ratio, and a corresponding allowable stress intensity ratio is obtained. When the obtained allowable stress intensity ratio is defined as a maximum value of 1.0, the corresponding increase in load in the plasticity range is specified as an ultimate load at which the selected member collapses.
Jonquil Consulting Inc. Nihonkai Lng Co., Ltd Mitsubishi Heavy Industries, Ltd.
G G E E
G06F G06F E04B E04G
inventional additional additional inventional
Shigeru Tomomichi Keijiro Hajime Takashi Hiroshi
Ochiai Nakamura Yoshida Anzai Tachikawa Sudo