摘要
结合工程设计中对钢筋砼高层建筑设计中一些问题进行深讨 ,提出在柱轴压比计算中应考虑钢筋的作用以及应按实际情况对高层建筑剪力墙暗柱面积合理取值 ,并指出结构抗震概念设计的重要性 ,从而掌握结构受力的规律和真实情况 .
We approach some problems related to the high floor constructure design of reinforced concrete in engineering design, which should consider reinforced function in the computation of column shaft compression ratio and the actual conditions.It should take the value rationally for shearing stress on the strong hidden column area of high floor construction. We also point out the importance of stractural anti seismic concept design, so that the principles of structure bearing stress and real conditions can be controled.
出处
《辽宁大学学报(自然科学版)》
CAS
2001年第3期284-286,共3页
Journal of Liaoning University:Natural Sciences Edition
关键词
柱轴压比
剪力墙
深连梁转化
三强三弱
高层建筑
结构设计
column shaft compression ratio, taking value of shearing stress strong hidden column area, changing of deep commecting frame, three strength and three weakness.