cable-stayed arch bridge

基本解釋

Analysis on dynamic characteristics and train running performance of cable-stayed arch bridge;
分析了斜拉拱組合橋的結(jié)構(gòu)受力特征以及與普通拱橋的差別。
Using the finite element method, this paper computed and analyzed the stability of cable-stayed concrete filled steel tube arch bridge.
采用有限元法分析了橫撐對(duì)斜拉鋼管混凝土拱橋整體穩(wěn)定性的影響。
The effective inspection method for the staying force of in-the-service stay of cable-stayed bridge and arch bridge with rods, together with the application value of the method are presented.
介紹斜拉橋、系桿拱橋等橋型在役拉索索力的一種行之有效的檢測(cè)方法，及其廣泛的應(yīng)用價(jià)值。

斜拉拱橋
Cable-stayed arch bridge is a new type of composite bridge which has taken advantage of both cable-stayed bridge and arch bridge. Its integral structure mechanical performance and especially dynamic performance appear more complicated.
斜拉拱橋是以斜拉橋和拱橋?yàn)榛A(chǔ)的新型組合橋,它的整體結(jié)構(gòu)力學(xué)性能特別是動(dòng)力性能非常復(fù)雜。