Pounding and deck unseating may occur at the main span and the side span of the tied arch bridge during the ground motion.A simplified tied arch bridge model with to degrees of freedom is employed.

 
  • 摘要地震作用下,作為主跨的系桿拱橋與連接跨處容易發(fā)生碰撞和落梁現象,本文以雙自由度簡(jiǎn)化分析模型為研究對象,考慮梁間伸縮縫處的碰撞。
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