山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
19期
51-53
,共3页
钢管混凝土%剪力墙%滞回曲线%ABAQUS%含钢率%反复水平荷载
鋼管混凝土%剪力牆%滯迴麯線%ABAQUS%含鋼率%反複水平荷載
강관혼응토%전력장%체회곡선%ABAQUS%함강솔%반복수평하재
steel pipe concrete%shearing wall%hysteretic curve%ABAQUS%steel ratio%repeated horizontal loading
为研究钢管与剪力墙共同作用时的抗震性能,采用有限元软件ABAQUS,对比论述了钢管混凝土排柱剪力墙与钢筋混凝土剪力墙在不同荷载下的力学性能,数值模拟结果表明钢管先于受力筋屈服,钢管混凝土排柱剪力墙有良好的耗能能力。
為研究鋼管與剪力牆共同作用時的抗震性能,採用有限元軟件ABAQUS,對比論述瞭鋼管混凝土排柱剪力牆與鋼觔混凝土剪力牆在不同荷載下的力學性能,數值模擬結果錶明鋼管先于受力觔屈服,鋼管混凝土排柱剪力牆有良好的耗能能力。
위연구강관여전력장공동작용시적항진성능,채용유한원연건ABAQUS,대비논술료강관혼응토배주전력장여강근혼응토전력장재불동하재하적역학성능,수치모의결과표명강관선우수력근굴복,강관혼응토배주전력장유량호적모능능력。
In order to research the seismic performance of the steel pipe and shearing wall, the paper adopts the finite element software ABAQUS, compares and indicates the dynamic performances of the shearing wall of the steel pipe concrete piles and the walls of the reinforced concrete, and proves by the numeric simulation result that the steel pipe＇ s submission is prior to the carrying steel and the shearing wall with the steel pipe piles has better energy consumption.
