对交错桁架结构抗震性能的研究很少。
The research on seismic performance of staggered truss frame structures is very rare.
为了提高结构抗震性能，可采用基础隔震措施。
In order to increase the aseismic behavior, we can use the isolated model structure.
采用能量概念能更清楚地揭示结构抗震性能的本质。
It is much clearer to reveal the essential of structural seismic behavior using the concept of energy.
论文还对结构抗震性能评估的能力谱方法进行了研究。
The capacity spectrum method of the structural performance evaluation is discussed in this paper.
论文首先对结构抗震性能等级和设计性能安全指数进行了研究。
The paper firstly devotes to the structural performance levels and the safety index of the designed performance.
带缝空心r.c。剪力墙结构抗震性能试验研究及有限元分析。
The Experimental Study and Finite Element Analysis on Seismic Behavior of Hollow Shear Wall of R. C. Structure with Seams.
通过分析指出了等效刚度比对高位拱式转换层结构抗震性能的影响。
The effect of the equivalent stiffness ratio on seismic behavior of a high arch transfer floor structure is analyzed and interpreted.
因此深入研究大跨钢结构抗震性能具有重要的理论意义和实用价值。
Therefore, further research on seismic performance about it is of great theoretical significance and practical value to structure design.
为高强混凝土整体结构抗震性能和动力反应计算提供基础资料和依据。
It provides basic data and references to anti-seismic performance and dynamical calculation of high strength concrete monolithic structure.
因为影响建筑框架混凝土质量和结构抗震性能的因素和环节是多种多样的。
The impact of building the framework for the quality and structure of the seismic performance of concrete elements and links are varied.
试验研究结果表明：施工缝的存在对结构抗震性能的影响还是比较明显的。
And studies show that the RC frame without construction joints has better seismic performance than the other.
静力弹塑性分析方法作为结构抗震性能的评估方法，近来受到广大学者的关注。
Lately, the static push-over analysis, POA, has been becoming popular as a simplified computer method for evaluating seismic performances of structures.
开展桥梁结构抗震研究，提高桥梁结构抗震性能，是我国交通建设面临的重大课题。
Researches on bridge performance under earthquake are also important topics facing Chinese engineers as to improve bridge seismic performance.
同时考虑了支座的非线性、拉索的几何非线性和墩柱的非线性等对结构抗震性能的影响。
The effect of non-linearity of the bearings and pier columns, and of geometric non-linearity of the stay cables upon the aseismatic performance of the bridge structure is also considered in the study.
结果表明，该方法对底框结构抗震性能预测效果较好，适宜于该类结构方案选择时应用。
The result shows that this method has better effect for prediction of the seismic property for the frame structure of bottom story and is suitable for application in the scheme selection of this...
从计算结果来看，结构抗震性能良好，主要控制指标均满足规范要求，具有足够的安全性。
Seeing from the calculation result, aseismic performance of is well, and the primary control target satisfies the standard request. The structure has enough safety.
构件的滞回性能和恢复力模型是结构抗震设计和分析的基础，是结构抗震性能的重要参数。
Hysteretic behavior of components and resilience model of seismic design and analysis is based, is an important parameter for seismic behavior.
介绍了结构抗震性能水准的划分、抗震性能目标的确定以及常用的基于性能的抗震设计方法。
Structural performance levels, performance objectives, and usual performance-based seismic design methods are introduced in this paper.
基于弹性反应谱理论，提出了一个用于评判结构抗震性能的能量判据，导出了相应的计算公式。
Based on the flexible response spectrum theory, an energy criterion was presented for evaluating seismic behavior of structure, appropriate calculation equation was derived.
结果表明，采用MRD智能加固后的结构抗震性能大大提高，优于用被动控制方法加固的结构。
The experimental results indicate that MRD can significantly enhance aseismic performance level of the seismic damaged RC frame shear wall structure, and meet all the earthquake fortification levels.
近年来由于混凝土结构耐久性引起结构抗震性能发生变化的问题越来越受到国内外学者的普遍关注。
In recent years, as the changes in seismic performance problems caused by durability of concrete structures general concern of more and more scholars home and abroad.
楼梯在地震中的性能表现及楼梯对于主体结构抗震性能的影响，是土木工作者必须认真对待和考虑的问题。
The performance of stairs in seism and the impact of stairwell on the main structure are necessary to be seriously researched and considered by civil engineering.
结构抗震性能的优劣，强烈地依赖其能量吸收能力和弹塑性变形能力，而这些能力的实现是以结构的损伤为代价的。
Aseismatic performance of frame structure intensively depends on it's energy absorbency and nonlinear distortion capability, and realization of these capability is based on the damage of structures.
对于超过建筑结构规范限制的建筑进行结构模型模拟振动台试验是研究超高层住宅建筑结构抗震性能的一种有效手段。
For those buildings that are beyond the limits of code for design of buildings, it is an effective way to study the earthquake-resistant behaviors of superhigh buildings by model shaking table test.
填充墙对框架结构抗震性能的影响具有两面性：一方面，填充墙的存在增加了结构的总刚度，提高了作用在结构上的地震力；
The influences of infilled walls on structural seismic capacity have dual characters, (1) infilled walls increase the rigid and earthquake force on structure;
将动力计算结果与静力计算结果进行叠加，对进水塔结构抗震性能进行评估，结果显示进水塔结构的变形与强度均能满足要求，为工程设计提供了依据。
By the superposed results of dynamical and static calculations, the seismic security of the tower can be evaluated so as to supply reliable data for project designers.
计算结果表明，该结构具有良好的抗震性能。
The results indicate that the structure has a good seismic performance.
本论文主要针对大跨度箱形截面梁结构剪力滞效应和结构非线性抗震性能进行了较深入的理论分析和一定的试验对比研究。
In this dissertation, the shear lag effect for large span box-section beam structure and the structural nonlinear anti-seismic capability have been theoretically and experimentally investigated.
本文首先比较系统的分析了各种结构基本型式的受力特点、抗震性能、适用范围、经济性能以及发展前景。
In this paper, we first analyze the stressing feature, resistance to vibration, scope of application, economic performance and developing prospect of main structural form.
本文首先比较系统的分析了各种结构基本型式的受力特点、抗震性能、适用范围、经济性能以及发展前景。
In this paper, we first analyze the stressing feature, resistance to vibration, scope of application, economic performance and developing prospect of main structural form.
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