Computer-based analysis of spatial frames according to second order theory

Gradevinar

关键词: linear spatial frames;    second order theory;    spatial beam element;    stiffness matrix;    vector of equivalent loads;   

DOI  :  10.14256/JCE.1482.2015

学科分类：建筑学

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 摘 要 】

The analysis of spatial frames formed of beam elements according to the second order theory is presented in the paper. The stiffness matrix and equivalent load vector elements are derived from the exact solution of the corresponding differential equations

【 授权许可】

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