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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。Based on the study the seismic design recommendations of grillage walls are presented.

因此对板架结构的穿甲过程进行研究具有重要的意义。Therefore, it is of great significance that researching on penetrating grillage structure.

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提出一种应力约束下的格栅结构的拓扑优化方法。A method to optimize the topology of grillage structure with stress constraints is presented.

论文介绍了平面和空间杆系有限元法及梁格法的基本理论。The paper also introduced the 2-d and 3-d finite element method and the grillage theory basically.

本文从基本公式推导开始，论述了井式梁跨中最大挠度系数的计算步骤和方法。The method and calculating procedure of maximum deflection coefficients of grillage beams are demonstrated.

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。The solutions derived can be used to calculate the stability of the grillage easily, reliably and flexibly.

研究了用ANSYS软件进行线弹性甲板板架稳定性计算的实用方法。A practical method for stability calculation of deck grillage structure by using ANSYS software was studied.

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本文基于梁格法的基本原理，建立空间梁格模型，文章最后通过算例验证了该模型的有效性和实用性。Based on basic principles of grillage method, space grillage model is builded, and its effectiveness is verified.

本文采用有限元方法原理，考虑总纵强度对局部强度的耦合影响，推导和发展了板架局部强度校核方法。A new method for checking the local strength of plated grillage has been developed based on the principles of FEM.

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。In a word, energy absorption by grillage structure has little effect when change size and distance of longitudinal.

提出一种多工况应力约束下格栅结构的拓扑优化方法。A method to optimize the topology of grillage structures under multiple load cases with stress constraints is presented.

为了更合理的计算和分析超大型浮体结构的水弹性响应特性，本文建立了三维梁板模型。In order to acquaint the logical characteristic of the hydroelastic response of the VLFS, a sandwich grillage model is introduced.

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本文以线性正交支承曲线格子梁理论为基础，对城市立交桥和高架桥中正在研究的曲线斜支承桥梁提出刚度解法。A stiffness method of curved skew bridge in urban districts is proposed based on the curved grillage theory with linear radial bearings.

基于梁格法的移动荷载识别模型是可靠的，计算效率高、应用范围广。The proposed moving load identification method based on the grillage model is reliable, efficient and applicable to a wide range of brdiges.

本文以线性正交支承曲线格子梁理论为基础、对城市高架桥和立交桥中正在研究的斜支承曲线桥梁提出解析方法。This paper proposes an analytical method of curved skew bridge in urban districts based on a curved grillage theory with linear radial bearings.

本文提出了一种将等效静力优化算法和分级优化算法相结合的船舶板架结构动力响应优化方法。In this paper an optimization design method composed of equivalent static algorithm and multistage algorithm is proposed for grillage structures.

该工程结合大空间场所的特点，采用了地面送风亭射流送风方式、地面排风方式及红外线对射探测器控制的排烟天窗。For large space, air terminal building adopts air supply tower, floor exhaust grillage and smoke exhausting skylight controlled by infrared detector.

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采用空间梁格法模拟扁平钢箱梁局部顶板子结构，分析顶板各个参数对其承载力的影响。Adopt space grillage method simulation Flat Steel Box local roof substructure, it is analysis various Parameters that effect the Bearing Capacity of roof.

撞击点在仅横筋处时同质量的纵筋不同布置的结构形式对靶板的吸能效果影响不大。Energy absorption by grillage structure with equal mass and different arrangements have little effect when projectile impact only at transverse stiffened.

对筏型基础的加强梁分布进行拓扑优化分析，提出一种应力约束下的格栅结构的拓扑优化方法。A method of topology optimization of grillage structure with stress constraints is presented and applied to analyze the reinforced beam of raft foundation.