The finite element model with shell element and beam element was established,the mechanical behavior of anchorage zone under the most unfavorable load was analyzed.

 
  • 采用板殼單元和梁?jiǎn)卧⒘怂髁哄^固結構的有限元模型,對索梁錨固區在最不利荷載組合作用下的受力性能進(jìn)行了研究;
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