1) slope and slant bridge
弯斜桥
1.
The geometric design thoughts of the highway slope and slant bridge is the main factor of influencing design and construction.
弯斜桥梁的几何设计思路是影响设计、施工的重要因素,文中提出了桥梁受公路线形制约时的几何布置形式,公路弯斜桥几何设计的特点、类型、方法和影响因素。
2) T-type rigid-framed bent-oblique bridge
弯斜梁桥
3) skew curved slab bridge
斜弯板桥
1.
The nonlinear behavior of partially prestressed concrete skew curved slab bridge with unbonded tendons is analyzed by using the eight-node medium thickness plate laminated finite element model.
建立了八结点中厚板等参分层有限元模型,对无粘结部分预应力混凝土斜弯板桥进行了非线性有限元分析,并与试验结果进行了比较,二者符合较好。
4) oblique and curved bridge
斜弯桥
5) skewed bending bridge
斜交弯梁桥
1.
The skewed bending bridge model is set up by using the calculation method of the structural finite element, taking a skewed bending bridge as the engineering background and utilizing the large-sized general software ANSYS.
采用结构有限元计算方法,以一座斜交弯梁桥为工程背景,利用大型通用软件ANSYS,建立斜交弯梁桥模型,采用参数变异法,计算在恒载作用下不同曲线半径的结构变形情况。
6) curved pylon cable-stayed bridge
弯塔斜拉桥
补充资料：斜桥
斜桥，宋志称西河（小河）斜桥，亦名中正桥。宋策选锋军有六寨，其一驻斜桥。《西湖游览志》：御街自正阳门至天水院桥折西至斜桥，长一万三千五百尺，铺石板三万五千三百有奇。元时，沿街居民侵窃占用，官道遂狭。明时改称武林桥。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条