基于有限单元柔度法和刚度法的几何非线性空间梁柱单元比较研究 COMPARISON BETWEEN FLEXIBILITY-BASED AND STIFFNESS-BASED GEOMETRICALLY NONLINEAR BEAM-COLUMN ELEMENTS | |
陈滔[1]; 黄宗明[1] | |
2005 | |
卷号 | 22页码:31-38 |
URL标识 | 查看原文 |
内容类型 | 期刊论文 |
URI标识 | http://www.corc.org.cn/handle/1471x/2987470 |
专题 | 重庆大学 |
推荐引用方式 GB/T 7714 | 陈滔[1],黄宗明[1]. 基于有限单元柔度法和刚度法的几何非线性空间梁柱单元比较研究 COMPARISON BETWEEN FLEXIBILITY-BASED AND STIFFNESS-BASED GEOMETRICALLY NONLINEAR BEAM-COLUMN ELEMENTS[J],2005,22:31-38. |
APA | 陈滔[1],&黄宗明[1].(2005).基于有限单元柔度法和刚度法的几何非线性空间梁柱单元比较研究 COMPARISON BETWEEN FLEXIBILITY-BASED AND STIFFNESS-BASED GEOMETRICALLY NONLINEAR BEAM-COLUMN ELEMENTS.,22,31-38. |
MLA | 陈滔[1],et al."基于有限单元柔度法和刚度法的几何非线性空间梁柱单元比较研究 COMPARISON BETWEEN FLEXIBILITY-BASED AND STIFFNESS-BASED GEOMETRICALLY NONLINEAR BEAM-COLUMN ELEMENTS".22(2005):31-38. |
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