山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
35期
33-34
,共2页
超限高层建筑%型钢混凝土柱%腰桁架%时程分析
超限高層建築%型鋼混凝土柱%腰桁架%時程分析
초한고층건축%형강혼응토주%요항가%시정분석
super-high-rise building%steel concrete column%middle truss%time-history analysis
针对太原市某超限高层办公楼钢筋混凝土框架一核心筒结构体系，采用SATWE，MIDAS进行小震弹性计算分析，采用MI—DAS进行罕遇地震作用下的动力弹塑性时程分析计算，计算结果表明该结构能满足规范规定的各项性能指标和设定的各项性能目标的要求，可供同类工程参考。
針對太原市某超限高層辦公樓鋼觔混凝土框架一覈心筒結構體繫，採用SATWE，MIDAS進行小震彈性計算分析，採用MI—DAS進行罕遇地震作用下的動力彈塑性時程分析計算，計算結果錶明該結構能滿足規範規定的各項性能指標和設定的各項性能目標的要求，可供同類工程參攷。
침대태원시모초한고층판공루강근혼응토광가일핵심통결구체계，채용SATWE，MIDAS진행소진탄성계산분석，채용MI—DAS진행한우지진작용하적동력탄소성시정분석계산，계산결과표명해결구능만족규범규정적각항성능지표화설정적각항성능목표적요구，가공동류공정삼고。
Abstract: According to the structural system of some super reinforced concrete frame-core tube in Taiyuan, the paper adopts SATWE and MI- DAS to undertake the small seismic elastic calculation and analysis, adopts MIDAS to have the dynamic elastic-plastic time-history analysis and calculation under the rare earthquake, and proves by the calculated result that the structure can meet the requirements for all kinds of perform- ance indexes and the designed all kinds of performance aims of the regulations and rules, so as to provide the reference for similar projects.
