计算模型对基础内力的影响分析  

Analysis of calculation model on foundation

作　　者：孙振周 Sun Zhenzhou(Nanning Institute of Architectural Design,Nanning 530002,China)

机构地区：[1]南宁市建筑设计院,广西南宁530002

出　　处：《山西建筑》2020年第11期55-56,共2页Shanxi Architecture

摘　　要：采用YJK软件对比分析各计算模型下的地下室底板弯矩,配筋及主楼筏板弯矩,充分认识差异沉降对结构产生的不利影响,提出分析设计时应采用合理的计算模型,以供设计人员参考。The basement floor bending moment,reinforcement and main building raft bending moment under each calculation model were compared and analyzed by the structural design software YJK,so as to fully understand the adverse impact of differential settlement on the structure,and put forward that a reasonable calculation model should be used in the analysis and design for the reference of design personnel.

关 键 词：整体式筏板基础 后浇带 差异沉降 

分 类 号：TU470[建筑科学—结构工程]