@article{oai:nagoya.repo.nii.ac.jp:00006863, author = {葛西, 昭 and Kasai, Akira and 宇佐美, 勉 and Usami, Tsutomu and 水谷, 正樹 and Mizutani, Masaki}, journal = {構造工学論文集}, month = {Mar}, note = {This study is aimed at grasping the cyclic behavior of diagonally stiffened shear panels. For this purpose, formulas for computing the buckling coefficient and optimum stiffener rigidity of diagonally stiffened shear panels are developed. A parametric study is carried out for comparing the seismic capacities of diagonally stiffened plates with those of horizontally stiffened plates. As a result, it is obtained that the enhancing effects of seismic performance with installing diagonal stiffeners are superior to horizontal stiffeners under the condition that the stiffener rigidity of diagonally stiffened plate is as the same as the horizontally stiffened plate. Finally, an analytical model to predict the cyclic behavior of bolted stiffened-plates is developed.}, pages = {131--142}, title = {繰り返しせん断力を受ける斜め補剛パネルの強度と変形能}, volume = {50A}, year = {2004} }