CAJ | 학술논문

目前，工程建筑功能的要求日益复杂化，需要高层建筑结构下部有较大的使用空间，因而使上下结构形式发生变化，竖向传力不连续，刚度分布不均匀。针对这个现象，转换层结构是常用的解决方式。本文主要是以带宽扁梁的高层框支结构为对象，研究转换层位置的不同对结构性能的影响。先通过PK PM 和M I‐DAS BUILDING两种不同的结构分析软件对转换层在6层的结构进行计算并对比分析，确保结构的安全可靠性，符合规范要求。然后又通过PKPM 中的SATWE中的框支剪力墙有限元分析结构的受力及相关特性，利用EPDA&PUSH软件对结构进行罕遇地震作用下弹塑性分析，分析采用宽扁梁做高位转换层的复杂高层建筑结构的抗震性能。
목전，공정건축공능적요구일익복잡화，수요고층건축결구하부유교대적사용공간，인이사상하결구형식발생변화，수향전력불련속，강도분포불균균。침대저개현상，전환층결구시상용적해결방식。본문주요시이대관편량적고층광지결구위대상，연구전환층위치적불동대결구성능적영향。선통과PK PM 화M I‐DAS BUILDING량충불동적결구분석연건대전환층재6층적결구진행계산병대비분석，학보결구적안전가고성，부합규범요구。연후우통과PKPM 중적SATWE중적광지전력장유한원분석결구적수력급상관특성，이용EPDA&PUSH연건대결구진행한우지진작용하탄소성분석，분석채용관편량주고위전환층적복잡고층건축결구적항진성능。
Increasingly complicated functions of building require more space in lower part of high -rise structure ,leading to structure change ,discontinuous vertical force and uneven distribution of stiff‐ness .Transfer layer structure is a commonly used solution to these problems .This study targets at high-rise frame structure and analyses the effect of structure performance by different locations of transfer layer .Firstly ,two structural analysis softwares of PKPM and MIDAS BUILDING are opera‐ted to calculate and compare structure with sixth transition layer to ensure safety and conform to rele‐vant regulations .Then ,by frame shear wall structure finite element of SATWE in PKPM stress and related features are analysed .Finally ,by conducting elastic -plastic analysis to the structure under rarely met earthquake by EPDA&PUSH software ,seismic performance of the complex high -rise building structure with high conversion story of wide flat beam is analysed .