城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
26期
60-61
,共2页
框架砌体墙%灌芯率及位置%承载力
框架砌體牆%灌芯率及位置%承載力
광가체체장%관심솔급위치%승재력
frame masonry wal%grouted rate and position%bearing capacity
本文利用有限元方法分析了墙、框刚性连接的配筋砌体墙混凝土框架的极限承载力，以及不同灌芯率和灌芯位置对其承载力的影响。研究表明，随着灌芯率的提高，结构的极限承载力呈逐渐增大趋势，但亦受灌芯位置的影响。
本文利用有限元方法分析瞭牆、框剛性連接的配觔砌體牆混凝土框架的極限承載力，以及不同灌芯率和灌芯位置對其承載力的影響。研究錶明，隨著灌芯率的提高，結構的極限承載力呈逐漸增大趨勢，但亦受灌芯位置的影響。
본문이용유한원방법분석료장、광강성련접적배근체체장혼응토광가적겁한승재력，이급불동관심솔화관심위치대기승재력적영향。연구표명，수착관심솔적제고，결구적겁한승재력정축점증대추세，단역수관심위치적영향。
This paper analyzed, by finite element method, the bearing capacity of concrete frame of reinforced masonry wal of which the frame and the wal is constructed by rigid conn- ection and effects of different location irrigation and irrigation rate on bearing capacity. Research shows that, with the inc- rease of the grouted rate, the carrying capacity of structure tends to increase, but it is also affected by the irrigation of core position.
