基于收缩徐变自辨识的大跨径梁桥长期挠度预测研究
谢峻 曾丁 郑晓华
基于收缩徐变自辨识的大跨径梁桥长期挠度预测研究
Based on the Creep Self-identification of Long-span Beam Bridge for Long-term Deflection Prediction
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