The paper sets up the calculating model of stresses in the support structures according to the character of excavation engineering, using the MARC program.
利用国际著名的MARC非线性软件,针对基坑工程的特点,建立了围护结构和支撑内力的计算模型。
Construction technique of large diameter hollow pile was analyzed. Through the MARC program, large diameter hollow pile was analyzed with simulation method.
分析了大直径空心桩的施工特点,利用MARC软件,对大直径空心桩这一新型基础进行了数值仿真。
By using MARC program, the dynamic finite element analytic model of the first platform with bucket foundation in China is established and its elastoplastic seismic time-history response is calculated.
利用MARC程序作为平台,建立了滩海桶形基础平台整体有限元动力分析模型,并对我国第一座桶形基础平台进行了三维弹塑性地震时程动力分析,得到了一些很有用的结论。
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