山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2014年
31期
48-50
,共3页
配筋砌体墙框架%极限承载力%有限元分析
配觔砌體牆框架%極限承載力%有限元分析
배근체체장광가%겁한승재력%유한원분석
RC frame with hybrid masonry wall%ultimate bearing capacity%finite element analysis
利用有限元方法，对空框架、空心砌体墙框架、实心砌体墙框架、配筋砌体墙框架四种有限元模型进行对比分析，结果显示：空心砌块、实心砌块、配筋砌块的加入显著提高了混凝土框架结构的极限承载力，而降低了结构的延性，改变了结构的破坏形式。
利用有限元方法，對空框架、空心砌體牆框架、實心砌體牆框架、配觔砌體牆框架四種有限元模型進行對比分析，結果顯示：空心砌塊、實心砌塊、配觔砌塊的加入顯著提高瞭混凝土框架結構的極限承載力，而降低瞭結構的延性，改變瞭結構的破壞形式。
이용유한원방법，대공광가、공심체체장광가、실심체체장광가、배근체체장광가사충유한원모형진행대비분석，결과현시：공심체괴、실심체괴、배근체괴적가입현저제고료혼응토광가결구적겁한승재력，이강저료결구적연성，개변료결구적파배형식。
In this paper,four finite element models are analyzed in contrast by using the finite element method,which include the empty frame, hollow masonry wall frame,solid masonry wall frame,and reinforced masonry wall frame. The results show that the hollow block,solid block and reinforced block can significantly improve the ultimate bearing capacity of reinforced concrete frame,while the ductility of the structure can be re-duced,and the failure form structure can be changed.
