在此基础上，在不同工况条件下对灰坝进行了抗液化安全评价及抗震稳定性分析。
Based on this, the evaluations of anti liquefaction and earthquake have been made for the dam in different conditions.
基于容许位移的抗震稳定性设计与验算迫切需要一种方便可行的地震位移估算方法。
Displacement-based stability design and checking of retaining structures urgently need a convenient method for seismic displacement estimation.
应用振冲碎石桩加固软土地基和砂基地，可增强抗震稳定性，提高承载力和减少沉降量。
The soft soil and sand foundation consolidated by vibration and impaction stone column can strengthen earthquake - resistant stability, raise bearing capacity and reduce settlement.
已有文献采用非线性抗剪强度分析堆石坝的抗震稳定性，但该方法的安全标准少见论证。
Some papers have analyzed the seismic stability of the rockfill dam slope by the nonlinear shear strength of the rockfill material. But the suited safety factor criterion was not clarified.
该分布系数的提出，为山区高填土路堤边坡的抗震稳定性分析设计，提供了可靠的依据。
The proposition of the horizontal distribution coefficient provide reliable basis for the analysis and design of high road dike in mountain area.
拟静力法并非适合于所有的尾矿堆积坝抗震稳定性分析，即便采用其所得结果也可能会出现较大偏差。
Not all kinds of gangue DAMS can use the pseudo-static method to analyse their seismic stability or great departure may result.
拟静力法并非适合于所有的尾矿堆积坝抗震稳定性分析，即便采用其所得结果也可能会出现较大偏差。
Imitate statics method can not fit for all the gangue-dam anti-slide stability analysis, even though more windage may appear in the result.
最后，采用有限元强度折减技术分析了糯扎渡心墙堆石坝及长河坝心墙堆石坝上下游坝坡的抗震稳定性。
Finally, the shear strength reduction technique is used to analyze the seismic stability of Nuo Zhadu core wall type rockfill Dam and Chang Heba core wall type rockfill Dam in FEM.
前方的内部庭院角落上四个楼梯井也保证了整体的结构稳定性和抗震性能。
The four stairwells located in the corners of the former inner courtyards also ensure the bracing and seismic stability of the whole.
不整形圆木小住宅建筑的墙体断面构造形式采用V字形凹槽，适宜现场手工加工，加快了施工进度，墙体稳定性好，抗震能力强。
Small unshaped log residence of V-shaped wall cross section, which is fit for manual-making on site, can accelerate construction speed and has a good wall stability and seismic resistance.
断层活动性评价是研究区域构造稳定性的基础，它直接影响到水工建筑物本身的抗震安全。
The faults activity appraisal is a foundation for study of regional tectonic stability because it directly affects the safety of a hydraulic engineering structure against seismic activity.
从石窟窟区地震荷载确定、石窟围岩地震稳定性分析、工程防护措施等环节入手，提出了石窟文物抗震安全评价的思路和方法。
The seismic safety evaluation method for grottoes is discussed from aspects of seismic load determining, seismic stability and engineering protection measures.
因此，对框架动力稳定性的研究并建立“防倒塌”抗震设计建议具有较重要的理论价值和工程实用价值。
Therefore, it has importantly theoretical and practical value to study dynamic stability and establish anti-collapse design advice of steel frame structures.
重力式挡土结构的抗震研究涉及地震土压力、墙身强度抗震验算和地震稳定性等方面。
The aseismic research about gravity retaining structures deals with seismic soil pressure, seismic wall strength checking and seismic stability.
对边坡进行了6级烈度的抗震分析，给出了综合稳定性评价。
Analyzed is the level 6 intensity seismic resistance of the treated slope and assessed is its comprehensive stability.
研究榫卯节点对研究木构架侧向稳定性能以及进一步研究木结构整体抗震性能有重要意义。
The research on the joints of rabbet has great significance to the lateral stability of timber frame and Seismic Performance of Chinese history timber structure.
高拱坝坝肩岩体动力稳定性分析是高拱坝抗震研究的主要内容之一。
The dynamic stability analysis of rock mass in high arch dam abutment is one of the main contents of anti-seism research of high arch dam.
因此，开展棚洞在地震中的稳定性、棚洞抗震的合理结构形式的研究是十分必要的。
Thus, it's very essential to study the aseismic stability of shed-tunnel and rationality of aseismic shed-tunnel structure form.
本文采用了几种方法对其抗震能力进行评估，并根据几种方法的评估结果对地震稳定性进行综合评价。
In this paper, we estimate the capacity of earthquake resistance by several methods and give the synthesis estimation according to the results of these methods.
目前网壳结构的研究主要集中在静力稳定性能，对其抗震性能研究进行的较少。
Most researches of reticulated shell focuses on static stability behaviors, but not on seismic behaviors.
产品具有优良的体积稳定性，低蠕变率和良好的热抗震性能，广泛用于热风炉的各个部位。
These products could be used for every part of hot blast stove dur to their steady volume, low creeping and well thermal shock resistance properties.
将土石坝的拟静力法抗震稳定计算与强度折减有限元法相结合，对土石坝边坡稳定性进行有限元计算。
The stability of earth-rock dam was calculated based on the methods of Pseudo-static stability analysis of the earth-rock dam in combination with the strength reduction FEM.
将土石坝的拟静力法抗震稳定计算与强度折减有限元法相结合，对土石坝边坡稳定性进行有限元计算。
The stability of earth-rock dam was calculated based on the methods of Pseudo-static stability analysis of the earth-rock dam in combination with the strength reduction FEM.
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