1) plate bending bridge
板式弯桥
1.
Aiming at the loading characteristics of plate bending bridge,based on the analysis of supporting position loading situation,the author discusses corresponding torque middle support and single column consolidation support respectively,and provides corresponding calculation formula,finally gets the best way of plate bending bridge single column supporting.
针对板式弯桥的受力特点,通过分析支承位置受力情况,就有关扭矩中间支座和单柱固结支承分别进行了讨论,并给出了相应的计算公式,最后得出板式弯桥独柱支承最佳方式。
2) 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。
3) wlde-curved plafe bridge
宽弯板桥
4) curved slab bridges
弯板桥
1.
Spatial finite element analysis of reinforced concrete continuous rigid-frame curved slab bridges
刚构连续弯板桥空间有限元分析
5) slab on bridge with slightly curved bottom
桥梁微弯板
6) continuous curved plate bridge
连续弯板桥
1.
The essay puts forward a temperature internal force analysis method for continuous curved plate bridges caused by sunshine temperature difference.
本文论述了超静定结构体系连续弯板桥由于日照温差引起的温度内力分析方法,所采用的方法是曲厚板单元空间分析法,该单元不仅适用于厚板而且也适用于薄板的分析。
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
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