福建建设科技
福建建設科技
복건건설과기
FUJIAN CONSTRUCTION SCIENCE & TECHNOLOGY
2012年
3期
24-25
,共2页
开洞填充墙%有限元%受力性能
開洞填充牆%有限元%受力性能
개동전충장%유한원%수력성능
Opening In-filled wall%Finite element%Mechanical property
通过有限元软件ANSYS对填充墙框架结构进行有限元模拟,并通过控制填充墙的开洞率研究了填充墙开洞对结构刚度、承载力等性能的影响。分析结果表明,墙体开洞会使结构的刚度和承载力有明显下降,在单调水平荷载作用下,开洞率越大,结构的承载力下降越多。
通過有限元軟件ANSYS對填充牆框架結構進行有限元模擬,併通過控製填充牆的開洞率研究瞭填充牆開洞對結構剛度、承載力等性能的影響。分析結果錶明,牆體開洞會使結構的剛度和承載力有明顯下降,在單調水平荷載作用下,開洞率越大,結構的承載力下降越多。
통과유한원연건ANSYS대전충장광가결구진행유한원모의,병통과공제전충장적개동솔연구료전충장개동대결구강도、승재력등성능적영향。분석결과표명,장체개동회사결구적강도화승재력유명현하강,재단조수평하재작용하,개동솔월대,결구적승재력하강월다。
The finite element method is used in analyzing the in-filled wall frame. The effect on the stiffness, capacity of frame is also researched by controlling the opening ratio of in-filled walls. The analysis showed that holing in the wall lead to a decline in stiffness and capacity. Under seismic load, the capacity of structure declines as the hole rate on the wall increases.