摘要
结合德州学院新建办公楼这一实例,给出了砖混结构圈梁抗地表变形情况下的内力计算及配筋计算,并和无地表变形情况下的设计对比,得到了德州市抗变形构件设计的优化方案。
By analyzing new building of Dezhou University, this paper gives out the force calculation and the reinforcement calculation of brickconcrete structure wale under the condition of surface deformation, compared with the design of non-surface deformation, gives out optimization design of deformation-resistant component in Dezhou city.
出处
《山西建筑》
2010年第9期54-56,共3页
Shanxi Architecture
关键词
砖混结构
抗变形
地表变形
圈梁
构造柱
brick-concrete structure, deformation-resistant, surface deformation, wale, structure column