G - Physics – 06 – F
Patent
G - Physics
06
F
G06F 17/00 (2006.01) E04G 23/02 (2006.01) E04H 9/02 (2006.01) G01M 7/00 (2006.01) G06F 17/50 (2006.01) E04B 1/24 (2006.01)
Patent
CA 2365035
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.
Anzai Hajime
Nakamura Tomomichi
Ochiai Shigeru
Sudo Hiroshi
Tachikawa Takashi
Jonquil Consulting Inc.
Mitsubishi Heavy Industries Ltd.
Nihonkai Lng Co. Ltd.
Ridout & Maybee Llp
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