複曲率曲げを受けるH形鋼柱の塑性変形能力に及ぼす軸力比および曲げモーメント比の影響
1986 年 370 巻 p. 69-80
詳細
1986 年 370 巻 p. 69-80
In order to clarify effects of axial load, unequal end-moments, and laterally-unbraced length on plastic rotation capacity, H-shaped steel beam-columns were tested under the conditions of a constant vertical load and unequal end-moments. Based on the test results, the effects of axial load and unequal end-moment ratio, and laterelly-unbraced length are discussed. And relations of plastic rotation capacity and each factor are formulated.
