摘要
就钢筋混凝土框架抗震设计的强柱弱梁、柱轴压比、楼层屈服强度及节点设计等问题进行了讨论，并提出了相应的改进建议。
The following problems arc discussed in some detail: strong column and fee-ble beam, ratio between axial force and compressive strength, story yielding strength and joint design. On the basis of the analysis, some relevant suggestions are made.
出处
《西北建筑工程学院学报（自然科学版）》
1994年第1期1-3,共3页
Journal of Northwestern Institute of Architectural Engineering
关键词
钢筋混凝土
框架
抗震设计
frame, asteismic structure, yielding strength, story, ratio between axial force and compressive strength
