Structural materials are usually stressed within their so-called elastic range.
结构材料通常在所谓的弹性范围之内受力。
In conventional pile foundation design theory, piles work at the elastic range and upper loads are fully Shared by piles.
传统的桩基础设计理论考虑桩工作在弹性阶段，上部荷载完全由桩来承担。
Although basing on the theory of elastic stability, these formulas agree well with test results in inelastic range as well.
这些公式虽然由弹性稳定理论导出，和非弹性范围内的试验结果也吻合较好。
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