摘要
针对多层或高层建筑 ,提出一种大跨度钢筋混凝土框架结构。这种框架 ,是通过设置附加剪弯杆形成的。依靠附加剪弯杆 ,在梁上施加若干个力偶 ,从而明显调整梁、柱的弯矩分布 ,结构的承载性能得到改善 。
A long span reinforced concrete frame structure is presented for the multi floor or high building, which is achieved through setting attached shear bending bars. By these bars, some couples of forces are exerted on the beam to adjust the allocation of bending moment in the beam and column, so the structure bearing capacity properties are correspondingly improved which offer the chances to enlarge the structure span.
出处
《山东建筑工程学院学报》
2000年第3期8-11,共4页
Journal of Shandong Institute of Architecture and Engineering
