摘要
结合规范 ,介绍了钢筋混凝土框架结构设计中 ,梁端弯矩调幅、梁的柱边处弯矩计算、地震组合与非地震组合等方面容易出错的问题 。
Combined with codes and according to moment amplitude modulation of beam in frame structure design and based upon comparative analysis of seismic combination and non seismic combination the mistakable and important problems are discussed and corresponding solving measures are proposed.
出处
《山西建筑》
2003年第6期21-22,共2页
Shanxi Architecture