truss bridge

基本解釋

Investigation on Lateral Dynamics Behaviour of Half-Across Steel Truss Bridge and Its Reinforcing Measures?
半穿式桁梁橋橫向動(dòng)力性能及其改善措施的研究?
Results of illustrative examples of a six-bay plane truss bridge model are given in order to demonstrate the effectiveness of the proposed procedure.
最后，用一六跨平面桁架橋模型進(jìn)行數(shù)值模擬，驗(yàn)證文中所提方法的有效性。
The conclusions obtained through numerical simulation have valuable reference to aseismic design of steel truss bridge.
通過數(shù)值模擬得出了幾點(diǎn)結(jié)論，對(duì)于鋼桁架橋梁的抗震設(shè)計(jì)有一定的參考價(jià)值。
Therefore, the performance of static and dynamic, stability and analysis method of suspended stiffening steel truss bridge are understood roundly.
由此，作者比較全面地了解橋梁的靜力與動(dòng)力性能和穩(wěn)定性，并掌握了加勁弦鋼桁梁橋的計(jì)算分析方法。
Construction of large span steel truss bridge for intake tower of headrace at Tianshengqiao I Hydropower Station is introduced,including fabrication,transportation,installation and test.
介紹了天生橋一級(jí)水電站引水道進(jìn)水塔大跨度鋼桁架橋施工的全過程，包括制作、運(yùn)輸、安裝、試驗(yàn)等幾個(gè)部分。