摘要
运用ANSYS有限元计算软件,分别对柱支承筒芯内模现浇钢筋混凝土空心楼盖和对比实心楼盖进行有限元计算,并用PKPM(SATWE)设计软件对对比实心楼盖进行了计算,对计算结果列表进行了分析和研究。将楼盖模型在ANSYS有限元软件中计算的结果和对比实心楼盖在PKPM(SATWE)设计软件中计算的结果进行对比分析,提出按照现有设计软件PKPM(SATWE)的计算结果进行修正的建议,给出了相应的调整参数。
Cast-in-situ tube filler hollow floor by ANSYS software, and the corresponding and solid floor supported by columns were computed respectively solid floor was computed by the design software of PKPM （SATWE）. And then, the calculation results listed in the table were analyzed. After comparing the results computed by ANSYS software with the results computed by PKPM （SATWE）software, the amendment advice about the results of PKPM （ SATWE ） software was put forward, and the auxiliary value was supplied for designer to refer to.
出处
《结构工程师》
2009年第2期1-5,共5页
Structural Engineers
基金
中国工程建设标准化协会混凝土结构专业委员会(CECS)研究资助项目
