摘要
阐述了填充墙对结构刚度的影响以及现浇楼板对框架梁的承载力及刚度的影响,就引起梁端实际抗弯能力超强的原因及改进建议作了探讨,同时提出加强框架柱的抗震构造措施,以使结构设计真正实现"强柱弱梁"。
The author describes the influences of filling wall on structural stiffness and the influences of cast-in-place floor on frame structure beam＇s loading capacity and stiffness, discusses the cause and improvement suggestion of beam practical bending ability ultra intense, provides anti-seismic structural measures of enhancing frame beam at the same time, so as to realize strong column and weak beam in structure design.
出处
《山西建筑》
2009年第9期93-94,共2页
Shanxi Architecture
关键词
框架结构
填充墙
承载力
刚度
强柱弱梁
frame structure, filling wall, loading capacity, stiffness, strong column and weak beam
