拱端的英文
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"拱端"怎么读用"拱端"造句
英文翻译手机版
- arch abutment
- "端"英文翻译 end; extremity
- "拱端托" 英文翻译 : impost 2
- "拱端推力" 英文翻译 : thrust at springer
- "拱端托 拱墩 拱脚 起拱点" 英文翻译 : impost
- "拱度展开样条" 英文翻译 : camber stretch batten
- "拱度修正因子" 英文翻译 : camber correction factor
- "拱度修正系数" 英文翻译 : camber-correction coefficient
- "拱短头蛙" 英文翻译 : blaasop south african rain frog; cape short-headed frog
- "拱度曲线" 英文翻译 : camber curve
- "拱墩" 英文翻译 : impost
- "拱度比" 英文翻译 : camber ratio
例句与用法
- ( 2 ) according to the forming model of the deep pull cracks , they can be divided into three classes pulled cracks - , pressed cracks and sheared cracks . ( 3 ) based on the two - dimensional and three - dimensional finite element methods . the following results can be affirmed : in the slope excavating process , the base surface will rebound in the direction of the excavating surface ' s excerior normal . the maximal displacements of the left and right bank are + 3 . 6cm and + 2 . 4cm ; the arch abutment will rebound in the direction of the river valley , the maximal displacements of the two bank are + 3 . 5cm and + 2 . 2cm ; the upstream and downstream surface will rebound in the direction of the normal direction . the maximal displacements are + 2 . 1cm and + 1 . 7cm . ( 4 ) the natural slope is stable
( 3 )通过二维及三维有限元分析得知,左右岸拱肩槽边坡在开挖过程中,开挖底面主要表现为朝开挖面外法线方向发生回弹,左右岸最大位移量分别为+ 3 . 6cm 、 + 2 . 4cm ;拱端面主要表现为向河谷方向发生侧向回弹,左右岸最大位移量分别为+ 3 . 5cm 、 + 2 . 2cm ;上下游坡面主要表现为向临空方向的回弹,左右岸最大位移量分别为+ 2 . 1cm 、 + 1 . 7cm ;开挖使岩体产生由卸荷回弹导致的倾倒拉裂现象。 - The prestressed continuous beam - arch composite bridges are a special structural system where the horizontal thrust of the arch rib is absorbed by a prestressed tie at deck level . in some cases , this type of structure is preferable because it does n ' t have the large thrust at the spring hi traditional arch bridges and the somewhat large bending moment and shear force in traditional beam bridges . as a result , the performances of the prestressing reinforcement can be efficiently utilized
它利用拱肋承担压力,系梁预应力束抵抗拱端推力,吊杆及纵横桥面系结构承受桥面荷载,既克服了传统拱桥巨大的拱端推力,又改善了连续梁桥较大的弯矩和剪力的受力状况,最大限度地发挥了拱梁混凝土和预应力钢筋各自的特点,经济效益显著。
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