摘要
介绍了6层大开间1/2比例密肋壁板结构模型房屋试验情况,对试验结果及该结构体系的抗震性能进行了分析.结果表明,多层密肋壁板结构房屋以剪切变形为主,结构承载能力、变形能力及耗能性能均较好,是一种具有很好推广前景的新型结构体系.
The experiment of a six-story multi-ribbed slab building model with wide bay is presented. The experimental results and the seismic performance of this kind of structure are analyzed. The study shows that the deformation of multistoried multi-ribbed slab building is mainly of shear deformation, and it has good bearing capacity and good deformation capacity are. So multi-ribbed slab structure is a new type of structure with good application potential.
出处
《建筑技术开发》
2005年第9期1-3,共3页
Building Technology Development
基金
国家科技攻关项目，陕西省重点实验室基金，陕西省西安市建设局资助项目
关键词
密肋壁板结构
抗震性能
试验研究
Multi-ribbed slab structure
Seismic performance
Experimental study
