摘要
通过研究高烈度区多层框架梁的受力特点,发现了高烈度区框架梁的弯矩分布的特殊性以及设计存在的问题。文章分析了该现象产生的原因,并给出了相应的设计建议。
The beam＇s mechanics characteristics of multi - story buildings in a high - intensity earthquake area are different from in a low- intensity earthquake area , together with some details of seismic design. The reasons are analyzed and design suggestions are also given in this paper.
出处
《江苏建筑》
2007年第2期27-29,共3页
Jiangsu Construction
关键词
高烈度
框架梁
受力特征
high- intensity earthquake area
frame beam
mechanics characteristics
