摘要
本文运用工程力学中梁的受力和变形原理，联系阳台封闭的实际，进行阳台封闭前后的受力和变形的定性分析和定量估算。
This thesis apply beam's deformation theory and take into account the reality of the sealed balcony to carry on the balcony's mechanics and deformative qualitive analysis and quatitative evaluation. Alsoit get the conclusion by comparing the two considerations.
出处
《天津理工学院学报》
1997年第2期81-85,共5页
Journal of Tianjin Institute of Technology
