施工技术
施工技術
시공기술
CONSTRUCTION TECHNOLOGY
2014年
22期
15-19,44
,共6页
吴东岳%梁书亭%郭正兴%朱筱俊
吳東嶽%樑書亭%郭正興%硃篠俊
오동악%량서정%곽정흥%주소준
预制装配式%钢筋混凝土%剪力墙%ABAQUS%层组装建模算法%动力弹塑性时程分析
預製裝配式%鋼觔混凝土%剪力牆%ABAQUS%層組裝建模算法%動力彈塑性時程分析
예제장배식%강근혼응토%전력장%ABAQUS%층조장건모산법%동력탄소성시정분석
precast%reinforced concrete%shear walls%ABAQUS%simulation method based on floor assembly%dynamic analysis of elastic-plastic time history
江苏省海门市中南世纪城3?5期96号住宅楼建筑总高度为102?7m,为国内首座百米高度的装配式剪力墙结构。根据ABAQUS有限元分析软件INP文件的数据结构,提出了标准层组合拼装建模的程序算法,完成了海门市中南世纪城96号楼整体结构的标准层组装有限元建模,为整体结构的有限元建模提供了借鉴。根据前期相关连接接缝试验结果,对考虑接缝削弱后的有限元模型进行修正,从而实现了接缝削弱效果在结构整体有限元模型中的体现。通过对海门市中南世纪城96号楼有限元模型进行动力弹塑性时程分析,对罕遇地震下该试点工程的抗震性能进行了评价,有力地保证了该工程的顺利完成。
江囌省海門市中南世紀城3?5期96號住宅樓建築總高度為102?7m,為國內首座百米高度的裝配式剪力牆結構。根據ABAQUS有限元分析軟件INP文件的數據結構,提齣瞭標準層組閤拼裝建模的程序算法,完成瞭海門市中南世紀城96號樓整體結構的標準層組裝有限元建模,為整體結構的有限元建模提供瞭藉鑒。根據前期相關連接接縫試驗結果,對攷慮接縫削弱後的有限元模型進行脩正,從而實現瞭接縫削弱效果在結構整體有限元模型中的體現。通過對海門市中南世紀城96號樓有限元模型進行動力彈塑性時程分析,對罕遇地震下該試點工程的抗震性能進行瞭評價,有力地保證瞭該工程的順利完成。
강소성해문시중남세기성3?5기96호주택루건축총고도위102?7m,위국내수좌백미고도적장배식전력장결구。근거ABAQUS유한원분석연건INP문건적수거결구,제출료표준층조합병장건모적정서산법,완성료해문시중남세기성96호루정체결구적표준층조장유한원건모,위정체결구적유한원건모제공료차감。근거전기상관련접접봉시험결과,대고필접봉삭약후적유한원모형진행수정,종이실현료접봉삭약효과재결구정체유한원모형중적체현。통과대해문시중남세기성96호루유한원모형진행동력탄소성시정분석,대한우지진하해시점공정적항진성능진행료평개,유력지보증료해공정적순리완성。
The 96th residential building of Zhongnan Century City’ s 3?5 period in Haimen, Jiangsu province, with the total height of 102?7m, is the first precast shear wall structure in China, whose height reaches the hundred meters. Based on the data structure of the ABAQUS finite element analysis software’ s INP file, the program algorithm of modeling method based on floor assembly was proposed and the structure model based on floor assembly of the 96th building was completed, which will provide a reference to the finite element modeling of structures. According to the experimental test results of the grouted connections which were carried out early, the finite element model was modified considering the weaken effect of the connection joint, by which way the consideration of the joints weaken in structural finite element model was accomplished. By the dynamic elastic?plastic time history analysis of the 96th building structure in the Zhongnan Century City, the evaluation of seismic performance of the structure has been completed, which provide a guarantee to the successful completion of the project.