摘要
为了获得简化的抗震设计方法,通过进一步的分析,给出了上部楼层的剪力和扭矩的简化计算公式;然后研究了双向偏心的情况,发现按本文建议方法可以满足双向偏心情况的需要;最后,给出了建议简化方法的设计步骤及注意事项;设计实例和对比分析表明,按建议的方法进行设计是安全可靠的.
To give a simplified seismic design procedure, focus on the multi-story asymmetric reinforced masonry structures, the author has given two suggested equations in the previous paper to calculate the bottom shear and torsion moment. In this paper, how to deal with the upper stories is discussed first. And then the results of one-way asymmetric structures have been compared with these tow-ways. Analysis shows that there are no obviously different. At last, the steps of a simplified design method are given. The example and the compared analysis have shown the feasibility and the reliability of the suggest method.
出处
《哈尔滨工业大学学报》
EI
CAS
CSCD
北大核心
2004年第12期1709-1712,共4页
Journal of Harbin Institute of Technology
关键词
配筋砌体
均匀偏心
抗震设计
简化方法
计算试验
reinforced masonry structures
multi-story asymmetric structures
seismic design method
simplified method
numerical examination
