n.格床（在松软的地上支持建筑物底部的木制格架）；格排垛
grillages───n.格床（在松软的地上支持建筑物底部的木制格架）；格排垛
grillade───n.炖肉
grilladed───烤的
grillades───格栅
treillage───n.葡萄架；格子荫棚
arillate───adj.有假种皮的；有子衣的
grille───n.格子；格子窗；（银行，邮局柜台上的）铁栅；vt.给…装格栅；n.(Grille)人名；(英)格里尔；(德)格里勒；(西)格里列；(法)格里耶
millage───n.厘计税率；adj.厘计税率的
pillage───v.（尤指在战争中）掠夺，抢劫；n.（尤指在战争中）掠夺，抢劫；掠夺物
Based on the study the seismic design recommendations of grillage walls are presented.───在研究的基础上，提出了保温砌模现浇承重墙体系的抗震设计建议。
The solutions derived can be used to calculate the stability of the grillage easily, reliably and flexibly.───通过计算比较可知，推导出的解能够简单、可靠且灵活地计算船舶板架的稳定性问题。
method and calculating procedure of maximum deflection coefficients of grillage beams are demonstrated.───公式推导开始，论述了井式梁跨中最大挠度系数的计算步骤和方法。
hull plated grillage and hull girder is analyzed as well as the trial research on ultimate strength of hull structure.───分析了加筋板、船体板架和船体梁极限强度的计算方法以及船体结构极限强度的试验研究。
Therefore, it is of great significance that researching on penetrating grillage structure.───因此对板架结构的穿甲过程进行研究具有重要的意义。
It shows that grillage analogy method can analyze the type bridge easily and its calculation accuracy closing to entity unit model.───理论分析和试验研究表明：梁格法能较为简便地分析此类桥梁，计算精度接近实体单元模型。
In a word, energy absorption by grillage structure has little effect when change size and distance of longitudinal.───总体而言纵筋间距和大小的改变对板架结构形式的吸能效果影响不大。
A method to optimize the topology of grillage structures under multiple load cases with stress constraints is presented.───提出一种多工况应力约束下格栅结构的拓扑优化方法。
An analysis has been made for grillage consisting of multiple longitudinal beams and three, four or five transverse beams(or diaphragms ).───对由多主梁和三、四或五片横梁组成的梁格作了分析。
The simulated results indicate that the grillage model can indeed simulate the vehicle-bridge interaction of girder bridges via a rational mesh and the principle of equivalence.
The stability of ship deck grillage is analyzed by means of transport matrix technique and minimal weight of the structure is obtained with multilevel optimization method.
The proposed moving load identification method based on the grillage model is reliable, efficient and applicable to a wide range of brdiges.
A practical method for stability calculation of deck grillage structure by using ANSYS software was studied.
When the grillage beam structure is exposed outside, especially when the height and width of the beam are relatively large, the spray head layout will be greatly influenced.
A method of topology optimization of grillage structure with stress constraints is presented and applied to analyze the reinforced beam of raft foundation.
This paper proposes an analytical method of curved skew bridge in urban districts based on a curved grillage theory with linear radial bearings.
A method to optimize the topology of grillage structure with stress constraints is presented.
It shows that grillage analogy method can analyze the type bridge easily and its calculation accuracy closing to entity unit model.