本文以变刚度的增量原理为基础，论述了复合材料组合网架的弹塑性设计方法。
This paper, basing on the principle of the changing rigidity, discusses the clastic-plastic designing method of the complex material grids.
基于性能的设计方法提出，使弹塑性分析地震反应方法得到地震工程界的广泛关注。
Basing on the performance based seismic design, nonlinear analysis has been widely caught attention in earthquake engineering.
在此基础上，提出了高层建筑钢结构抗震设计第二阶段安全检验的弹塑性时程分析实用方法建议。
A practical procedure of elastoplastic time history analysis safety check during the second stage of the aseismic design for steel structure is also suggested.
本文对各种形式的弹塑性反应谱的研究进行了综合讨论，并指出要使弹塑性反应谱能用于抗震设计应解决的关键问题。
This paper discusses the various kinds of elastic-plastic response spectra and points out the key problem which must be solved for their use in seismic design.
对于规则桥梁，可用简化的弹塑性地震反应分析方法进行延性抗震的设计和验算。
Regular Bridges' ductile earthquake-resistance design and checking calculation could be made by simplified analytic means of elastic-plastic earthquake response.
应用热弹塑性有限元法对液力变矩器点固焊过程夹持力和焊接变形进行全面分析，定量得出了焊接预留间隙，为夹具设计提供了依据。
According to the analysis results, pre-welding gap was gained quantitatively, which can be regarded as warrants and references for the design of welding clamps.
结构设计完成后，可进行结构的弹塑性静力分析，全面复核结构性能。
After accomplishment of design, an elastoplastic static analysis of structure may be conducted to fully examine the performance.
同时，精确的结陶弹塑性分析方法也为先进的抗震设计方法——性能抗震设计法创造了有利条件。
At the same time, precise structure elastic-plastic analysis method created advantage for the performance-based design method, an advanced aseismatic design method.
另外在研究弹塑性有限元法和力学知识基础上，利用大型有限元分析软件ANSYS对连续钢梁进行弹塑性分析，使塑性设计法的理论依据得以验证，并使认识更为直观。
Besides that, on the basis of studying the elastic and plastic finite element method and mechanics knowledge, the paper analyze a steel continuous beam by the large analysis software ANSYS.
对南京夹江自锚式悬索桥采用弹塑性阻尼支座进行减隔震设计，并采用非线性动力时程分析方法，对阻尼支座屈服荷载进行了参数敏感性分析。
A new kind of elastic-plastic energy dissipating bearing is applied to the seismic isolation design of the Nanjing Jia River Bridge, a typical self-anchored suspension bridge with single tower.
分析结果表明：通过设计偏心距对偏心结构进行强度分配，可以控制弹塑性扭转反应并提高结构侧向变形能力。
It was indicated that distributing the strength according to design eccentricity could reduce the inelastic torsion of asymmetric structures.
按规则设计，按分析设计，弹性应力分析，极限载荷分析，弹-塑性应力分析。
Design by Rule, Design by Analysis, Elastic Stress Analysis, Limit Load Analysis, Elastic-Plastic Stress Analysis.
对于复杂桥梁应用弹塑性时程分析的方法进行延性抗震的设计和验算。
Complex Bridges' ductile earthquake-resistance design and checking calculation could be made by the means of elastic-plastic temporal analysis.
文章在有限变形分析基础上建立了对复杂结构进行弹塑性断裂评定的工程方法，用以修正COD设计曲线。
In this paper, an engineering assessment method of elastic-plastic fracture based on finite deformation analysis of complex structures. or a modified COD -design equation, presented forward is put.
利用弹塑性有限元模型模拟多层圆筒在超压处理压力下，卸载后以及重新加载设计压力时的应力分布。
Stress distribution in the condition of SPT loading, unloading and design pressure reloading was simulated using elastic-plastic finite element model.
介绍了工程设计采用的相关措施。结构设计于新老规范的交替之际，结构的弹塑性分析结果均满足规范要求。
The structural design measures are presented, and the analysis results of the structure are satisfied with the code.
弹丸发射强度的分析（尤其是弹塑性分析）是弹丸设计中有待解决的问题之一。
The strength analysis (especially elastoplastic analysis) of projectile on firing is one of the problems to be solved in projectile design.
表明对大型沟埋式管道的上压力，采用弹塑性理论的非线性分析是比较符合实际的，其结果可供设计参考。
Based on the theory of elastic-plastic deformation, according to the finite element method, this paper presents a nonlinear analysis of the distribution of the soil pressure of the ditch conduit.
在组合墙体试验和弹塑性有限元计算分析的基础上，建议了组合墙体轴心受压极限承载力简化计算公式，公式具有较好的精度，可供设计时参考。
Based on the experimental study and elastic-plastic FEM analysis of composite masonry walls, a simplified formular for axial compression bearing capacity is suggested.
以汽车碰撞模拟试验系统中台车与吸能器之间的碰撞接合为例，设计弹-塑性缓冲结构。
By studying crash-connection between the sled and the absorber of car crash simulation system, the buffer of elastic-plastic material structure is designed.
通过计算，找到了立体桁架在强震作用下的薄弱部位，并对弹性和弹塑性计算结果作了对比，其结论可供工程设计人员在设计时参考。
Weak locations of space truss can be found. Through comparing the results of elastic and elastoplastic analysis, some conclusion can be drawn for reference to engineers.
本文针对隅撑的安装位置并且运用有限元方法对其进行弹塑性加载分析，总结出一些结论和设计建议。
Aimed at this problem, a design method of the gas spring installation site based on the motion simulation is presented.
本文针对隅撑的安装位置并且运用有限元方法对其进行弹塑性加载分析，总结出一些结论和设计建议。
Aimed at this problem, a design method of the gas spring installation site based on the motion simulation is presented.
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