重庆建筑
重慶建築
중경건축
CHONGQING ARCHITECTURE
2015年
4期
38-42
,共5页
超B级高度剪力墙结构%反应谱分析%时程分析%地震波%弹塑性动力%塑性损伤
超B級高度剪力牆結構%反應譜分析%時程分析%地震波%彈塑性動力%塑性損傷
초B급고도전력장결구%반응보분석%시정분석%지진파%탄소성동력%소성손상
shear wall structure of height over B level%response spectrum analysis%time analysis%earthquake wave%elastic dynamo%elastic damage
重庆融创·凯旋路项目A区1#、2#（3#）楼为超B级高度剪力墙结构，底部较大范围两层通高。采用satwe和midas building两款软件进行了小震反应谱下的各项指标的分析对比；采用midas building软件进行了小震弹性时程分析；采用SAUSAGE软件进行了大震动力弹塑性时程分析；对穿层墙进行了针对性的补充验算；并对结构构件提出了针对性的加强措施。
重慶融創·凱鏇路項目A區1#、2#（3#）樓為超B級高度剪力牆結構，底部較大範圍兩層通高。採用satwe和midas building兩款軟件進行瞭小震反應譜下的各項指標的分析對比；採用midas building軟件進行瞭小震彈性時程分析；採用SAUSAGE軟件進行瞭大震動力彈塑性時程分析；對穿層牆進行瞭針對性的補充驗算；併對結構構件提齣瞭針對性的加彊措施。
중경융창·개선로항목A구1#、2#（3#）루위초B급고도전력장결구，저부교대범위량층통고。채용satwe화midas building량관연건진행료소진반응보하적각항지표적분석대비；채용midas building연건진행료소진탄성시정분석；채용SAUSAGE연건진행료대진동력탄소성시정분석；대천층장진행료침대성적보충험산；병대결구구건제출료침대성적가강조시。
The shear wall structure with height over B level, with two storeys of the same height at the bottom, is applied in 1#、2# (3#)floor, Part A of a project in Chongqing. The two soft wares of sat-we and mid-as building are adopted to analyze and compare the indexes under small earthquake elastic time analysis;mid-as building to analyze small earthquake elastic time;SAUSAGE to analyze the big earthquake dynamic elastic time;extra calculation is done on puncturing layer wall, with related reinforcement measures presented for structural elements.
