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1)  abutment approach slab
桥台搭板
1.
On the structure design of abutment approach slab;
桥台搭板结构型式设计的探讨
2)  approach slab
桥头搭板
1.
The design project of approach slab in super highway;
高速公路桥头搭板方案设计
2.
Reasonable setting of approach slab and back filling behind abutment;
桥头搭板的合理设置及台背回填
3.
Simplifying the approach slab as an elastic isotropy rectangular plate simply supported along its four edges and lying on the Winkler viscoelastic foundation,the dynamic response of the approach slab un?der moving vehicle were analyzed by calculus variation.
将桥头搭板视作粘弹性地基上四边简支的各向同性矩形板,用变分法对移动车辆荷载作用下搭板的动力响应进行了分析,并讨论了荷载的载重、荷载的横向位置、车速以及搭板的长度、宽度、厚度对板顶位移和板底最大弯拉应力的影响。
3)  approach slap
桥头搭板
1.
Analysis and numerical calculation for the length of approach slap based on the strengthened filling of the abutment;
基于台背加固后的桥头搭板长度数值计算与分析
2.
Design and calculation of approach slap in highway in the mountainous ereas;
山区公路桥头搭板设计计算
4)  lapping slab at bridge head
桥头搭板
5)  approach slabs
桥头搭板
1.
The mechanical model of approach slabs is assumed as a slab partially supported on the winkler foundation,with the unsupporting blocks and the simple support on the one of its sides.
对具有一边简支支承的部分悬空、部分支承在温克勒弹性地基上的板作为整体式桥头搭板的力学计算模型,采用样条子域法建立了桥头搭板内力计算的基本公式,并编制了计算程序。
6)  lap slab of bridge
桥梁搭板
补充资料:板搭
1.见"板闼"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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