CAJ | 학술논문

分析了开通窗填充RC框架结构在水平荷载作用下填充墙高度对钢筋混凝土柱剪力、弯矩的影响,同时对不同墙高框架结构与纯钢筋混凝土框架结构在强度、刚度以及延性等方面进行了对比,结果表明:在相同水平荷载作用下随着填充墙高度的增加,钢筋混凝土框架柱的剪力增加,而弯矩减小.
분석료개통창전충RC광가결구재수평하재작용하전충장고도대강근혼응토주전력、만구적영향,동시대불동장고광가결구여순강근혼응토광가결구재강도、강도이급연성등방면진행료대비,결과표명:재상동수평하재작용하수착전충장고도적증가,강근혼응토광가주적전력증가,이만구감소.
The filler wall height influences on reinforced concrete pillar shear force and flexural moment when open window filler wall RC frame structure under horizontal loading was analyzed. At the same time, different wall height frame structure and pure reinforced concrete frame structure were compared in intensity, rigidity and tensility. The results indicated that the reinforced concrete frame pillar shear force increased with filler wall height increasing under same horizontal loading, while flextLral moment reduced.