The calculation of elastic foundation beams with Castigliano Second Theorem is studied in this paper, and calculation methods based on the model of Winkler Foundation, of Riftin Foundation, and of Pasternak Foundation are worked out.
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- 本文對“用卡氏第二定理計算彈性地基梁”進(jìn)行了研究,提出了Winkler地基模型、利夫金地基模型、Pasternak地基模型上的地基梁的計算方法。
