横向压力 meaning in Chinese
lateral pressure
transverse pressure
Examples
- The tunable optical characteristics of the novel lpfgs are recognized during the study of their optical characteristics : ( 1 ) . the relationship between the resonant amplitude and the applied curvature radius in the bend - sensitive orientation of the novel lpfgs is linear , ( 2 ) . the relationship between the resonant amplitude and the applied transverse load in the wavelength - insensitive orientation of the novel lpfgs is linear , ( 3 ) . the relationship between the resonant wavelength shift of the novel lpfgs and the applied temperature is linear
在对新型长周期光纤光栅光学特性的研究中，我们发现了新型长周期光纤光栅的一些独特的可调谐性：新型长周期光纤光栅的谐振峰幅度和弯曲敏感方向所受的弯曲率呈线性关系；新型长周期光纤光栅在波长不敏感方向其谐振峰幅度和它所受的横向压力呈线性关系；长周期光纤光栅的谐振峰中心波长随温度的变化呈线性关系。 - The method of dynamic gain equalization based on the temperature and bending characteristics of the novel lpfg was demonstrated . another method based on the temperature and transverse load characteristics was also demonstrated . the resonant amplitude and wavelength of the lpfg were adjusted by applying bend or transverse load and temperature to the lpfg , respectively
Ii .利用新型长周期光纤光栅进行了edfa的动态增益均衡，根据新型长周期光纤光栅的可调谐性，提出了一种基于新型长周期光纤光栅的温度及弯曲特性的动态增益均衡器，并介绍了另外一种基于温度及横向压力特性的动态增益均衡器。 - In the hogging condition , double bottom and the side shell remain the ultimate bucking strength , deck and upperwing tank remain the yield stress , and the other parts keep elasticity . then the key to calculate the ultimate strength of ship hull girders is to ascertain the ultimate bucking strength of the stiffened panels . in this regard , the developed formulation is designed to be more sophisticated than previous simplified theoretical method for calculating the ultimate strength of stiffened panels under combined in - plane bending and lateral pressure . fabricatio n - related initial imperfections ( initial deflections and residual stresses ) are included in the panel ultimate strength calculation as parameters of influence . all possible collapse modes involed in collapse of stiffened panels , including overall buckling collapse , column or beam - column type collapse , tripping of stiffeners and local bukling of stiffened web are considered
确定了船体梁整体破坏时的剖面应力分布之后，关键在于确定板架的极限屈曲强度。本文充分考虑了在纵向弯曲、横向压力作用下加筋板可能发生的几种破坏模式，即板架的整体屈曲破坏、梁柱形式的破坏、筋的侧倾、腹板的屈曲并同时考虑了初始焊接残余应力、初挠度的影响，使其更精确的计算加筋板的屈曲强度。对于加筋板中加强筋腹板的局部屈曲，采用解析法推导出筋的腹板的挠度方程及其边界条件，求解相应的方程，从而计算出腹板的局部屈曲应力。