摘要
墙梁柱复合结构是一种轻质、环保、节能、便于施工的新型结构体系,可广泛地应用于中小建筑领域。该结构整体性能的好坏是其能否满足建筑安全度和使用功能的关键。为此,进行该结构体系两层足尺寸模型的整体受力性能试验,探讨结构的破坏模式、薄弱位置及刚度变化特征等,以便为进一步优化结构体系和合理地进行结构设计提供依据。
Wall-beam-column combined structure is a new structure system with excellences of light weight, environment protection,energy saving and good construction performance. It can be widely gpplied to low-middle story buildings. Its structural behavior is a key to decide whether it can satisfy building safety and working function. For examining it, a two-story structure with full size was loaded horizontally under constant vertical load. The corresponding failure mode, weak positions and stiffness degrading property are discussed. From these test results, some important conclusions will be provided to further optimize and rationally design this structure.
出处
《工业建筑》
CSCD
北大核心
2005年第8期60-63,共4页
Industrial Construction
基金
国家自然科学基金资助项目(50278049)。
关键词
墙梁柱复合结构
受力性能
性能试验
建筑结构
陶粒混凝土
wall-beam-column combined structure failure mode crack ultimate loading capacity stiffness
作者简介
赵论语，男，1980年6月出生，硕士研究生。
