摘要
分析了肋形楼盖中由于次梁搭在连梁上而使连梁受扭 ,指出这种扭矩使连梁开裂的原因 ,因此提出了相应的对策 .
The torgues caused by the rigid connection between the secondary beam and the longitudinal principal beam in the ribbed floor were discussed.It was pointed out that the crack of longitudinal principal beam caused by the torgue is inevitable,the countermeasure was suggested.
出处
《天津城市建设学院学报》
CAS
2000年第4期270-272,共3页
Journal of Tianjin Institute of Urban Construction
关键词
肋形楼盖
井字楼盖
扭矩分析
次梁
主梁
ribbed slab floor
groined slab floor
analysis of torgue
