Fifthly, the maximum of deflection, namely pre-arch of actual CFST arch bridge with deadweight and load of static test for complement has been simulated.

 
  • 5、采用有限元方法對實(shí)際鋼管混凝土拱橋在自重和成橋試驗荷載作用下的最大撓度即預拱度進(jìn)行了模擬。
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