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[3] | Chen Chanhong, Huang Ying, Shan Jian. THE FINITE ELEMENT MODEL STUDY ON THE PRE- TWISTED EULER BEAM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 94-97. doi: 10.13204/j.gyjz2011205017 |
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[5] | Liu Ronggui, Xu Fei. FINITE ELEMENT ANALYSIS OF BONDING ANCHORS FOR EXPERIMENTAL BRIDGE WITH CFRP CABLES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 61-64. doi: 10.13204/j.gyjz200912016 |
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