EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE
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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。Abstract: 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 applied 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.
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Key words:
- wall -beam -column combined structure /
- failure mode /
- crack /
- ultimate loading capacity /
- stiffness
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[2] 臧人卓.新型复合墙板受力性能试验研究:[硕士学位论文].北京:清华大学,2004; 《装配式大板建筑》编写组.装配式大板建筑.北京:中国建筑工业出版社.1977; [3] 臧人卓,时旭东,赵论语.钢筋混凝土复合墙板的轴向受力性能试验研究.工业建筑,2005,35(2):73~76; [4] 周建康,时旭东,赵论语,臧人卓.钢筋型混凝土复合墙板的轴向受力性能分析与设计.清华大学学报(自然科学版),2004,12(44):4~6
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