The general formulas of internal forces and displacements of skewly supported single-span beam are deduced from the energy principle.
首先从能量原理出发,推导了斜支单跨梁内力及变形计算的一般公式。
The quasi-moment method presented in this paper is based on the structural analysis of a multi-storied and single-span symmetrical frame.
本文以多层单跨对称框架的受力分析为例,提出了虚拟弯矩法。
The bowed arches of the single-span design are dramatically thin where they connect with the walkway, but they flare out as they approach the ground.
犹如弯弓的单拱,在与人行通道连接之处是非常之薄,在向地面延伸的过程中逐渐变厚。
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