摘要
以成都安邦金融广场为工程背景,介绍超高层建筑核心筒外挂重型塔式起重机的有限元计算、分析、加固方法。采用MIDAS/GEN 2014进行整体受力分析、剪力墙平面外受力计算;Abaqus6.14进行整体加局部细化多尺度建模验算,局部实体建模能够得到较为准确精细的节点分析结果;并复核剪力墙裂缝宽度,多角度保证主体结构安全。
Based on the engineering background of Chengdu Ampang Financial Plaza,this paper introduces the finite element calculation,analysis and reinforcement method of a heavy tower crane with a core tube mounted on a super high-rise building. Calculation by MIDAS GEN 2014 analysis and overall shear wall by Abaqus6. 14. The overall and local refinement of multiscale modeling calculation,local modeling results can be more accurate and precise node; crack width checking shear wall,multi angle to ensure the safety of major structure.
出处
《施工技术》
CAS
北大核心
2017年第S2期1333-1336,共4页
Construction Technology
关键词
超高层建筑
外挂塔式起重机
有限元分析
加固
tall buildings
hanging tower crane
finite element analysis
reinforcement