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Abstract:
研究了青洲高架桥施工托架结构特性. 通过试验及其有限元模型分析, 探究托架受力模式, 并对托架薄弱区域采取加强措施, 取得了良好的应用效果, 所得结论与建议对类似工程有实际借鉴价值.
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福州大学学报(自然科学版)
ISSN: 1000-2243
CN: 35-1337/N
Year: 2002
Issue: 5
Volume: 30
Page: 576-579,591
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SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 3
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