| 摘要 |
<P>PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall of corrugated steel plate which allows a plurality of openings to be formed with improved workability, and a calculation method of the initial elastic shear stiffness thereof. <P>SOLUTION: A corrugated steel plate 30 is provided with a plurality of openings 40. The openings 40 are holes in a circular form having the same radius, and arranged in a staggered form in each flat plate part 30P of the corrugated steel plate 30, such that stress transmitting parts 42A and 42B tilted in the opposite directions relative to the vertical direction are formed between the neighboring openings 40. <P>COPYRIGHT: (C)2013,JPO&INPIT |
