鉛直力と水平力を受ける鉄筋コンクリート立体骨組の力学的挙動に関する模型実験

概要

論文の詳細を見る
A one-twentieth scaled 3-R frame was envisaged representing the lower portion of the over 30-stories reinforced concrete building. Two specimens were manufactured : four-story, three-span buildings, with and without a slab. Considering the effects of an earthquake, vertical and horizontal forces were applied to the specimens. A loading apparatus with which we could apply constant vertical force to columns and apply force proportionally to the top of each column was designed. The effects of the slab on the beam and on the horizontal resistance of the specimen were studied. We found that mechanical behavior such as .load-displacement relationships, ultimate strength of structure, etc. of both specimens could be estimated by the method commonly used among Japanese structural engineers.
社団法人日本建築学会の論文
1993-01-30