基于绝对节点坐标法的弹性线方法研究1)
范纪华*†,章定国**2)(
),谌宏†
),谌宏†
RESEARCH ON ELASTIC LINE METHOD BASED ON ABSOLUTE NODAL COORDINATE METHOD1)
Fan Jihua*†,Zhang Dingguo**2)(),Shen Hong†
),Shen Hong†
图1. 三维梁单元模型
Fig. 1. The model of 3D beam element
