1) shear stress of combined interface
叠合面剪应力
1.
In order to comprehend the stress behavior of combined interface of laminated concrete plate-girder bridge and dispose the combined interface reasonally,the influence of shrinkage-creep of new-to-old concrete, temperature difference,two-stage dead load,live load and other load factors to the shear stress of combined interface were analyzed,and the calculating method was deduced.
为了解采用叠合技术进行改造的旧混凝土板梁桥的叠合面受力性能,以便对叠合面进行合理的技术处理,分析了新老混凝土收缩徐变和温度差异、二期恒载和活载等荷载因素对叠合面剪应力的影响,推导了计算公式,阐明了叠合面剪应力的分布特性,并与粗糙度及粘结剂等抗力因素提供的抗剪能力进行了计算对比。
2) laminated face shear
叠合面剪力
3) combination of shear stress
结合面剪应力
4) interface shear
叠合面受剪
5) the superimposed slab shear walls
叠合剪力墙
6) precast laminated shear wall
预制叠合剪力墙
1.
Based on the experimental study of 4 precast laminated shear walls subjected to low frequency cyclic load,the test phenomena and failure mode are described,the ductility and energy dissipation capacity are analyzed.
通过4片预制叠合剪力墙在低周反复荷载作用下的试验研究,描述了此类墙体的制作过程、试验现象、破坏形态,分析墙体的延性、耗能性能。
补充资料：剪应力差法
见光弹性法。
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