The ends of reinforced concrete beam in seismic frame are critical positions that ensure ductility and plastic energy dissipation capability of the structure.
钢筋混凝土抗震框架梁的端部是保证结构抗震延性和塑性耗能能力的关键部位。
Finally, by analyzing all sorts of seismic damage models comparatively, the seismic damage model of high strength concrete frame columns is put forward.
最后通过对各地震损伤模型的比较分，提出了高强混凝土框架柱的地震损伤模型。
Finally, put forward several conclusions and Suggestions for seismic design of the reinforced concrete mega-frame structure.
最后，为钢筋混凝土巨型框架结构抗震设计提出若干结论和建议。
Wood frame shear walls; Testing protocol; Seismic performance.
木框架剪力墙；试验协议；抗震性能。
An analysis is thus given to the effects of independent variation and simultaneous variation of structural parameters on the seismic dynamic response of frame shear structure.
分析结构参数单独变异，以及同时变异对框剪结构地震响应的影响。
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.
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。
Usually planar frame models were used for the calculation of seismic effects on such structures.
过去常用平面框架计算模型来计算这类结构的地震作用。
Due to adding some equipments, intensity checking and seismic security appraisal need to be carried out for one frame.
某框架结构综合楼由于新增设备，需要进行强度校核与抗震安全性鉴定。
So this procedure can be applied in seismic analysis and design of the asymmetric frame structures.
故本文方法可用于非对称框架结构的抗震分析与设计。
As a whole, the different damaged RC frames strengthened by CFRP have good seismic properties and performance. The theory basis was provided for strengthened RC frame after rare earthquake.
总体上，碳纤维布加固的不同损伤钢筋混凝土框架均具有良好的抗震性能，为大震后损伤混凝土框架加固提供理论依据。
The results show that the frame of steel beam-concrete filled steel tubular has the good seismic behavior.
实验结果表明，钢梁-钢管混凝土框架结构具有良好的抗震性能。
The proposed method is applied to RC frame structures, the probabilistic characteristics of structural global seismic capacity are then obtained.
将该方法应用于钢筋混凝土框架结构，得到结构整体抗震能力的的概率特征。
The loads on the joints of reinforced concrete frame are very complicated, so the joints become vulnerable under seismic action.
钢筋混凝土框架节点的受力是复杂的，在地震情况下，它已成为框架最易受损的部分。
On the basis of experiment, in the paper the seismic design method of the weak sections of the special shaped column frame is discussed.
本文在试验研究的基础上，对加强异形柱框架薄弱部位抗震设计的方法进行探讨。
A key point of seismic design for a specially-shaped column frame is to control its weak section. This can greatly improve its seismic capability.
异形柱框架抗震设计的关键问题之一就是要控制其薄弱部位，这样可显著提高结构的抗震能力。
Based on the reason, this paper USES time-history method to deal with the dynamic seismic analysis of SRC frame in consideration of the varying of shaped steel ratio.
基于这一点，本文考虑了型钢混凝土构件配钢率变化这一因素，采用时程分析法对型钢混凝土框架结构进行了地震响应分析。论文的主要工作有以下部分。
And studies show that the RC frame without construction joints has better seismic performance than the other.
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。
By solving recurrence equation of stochastic finite element, the duration curve of mean value and standard deviation of seismic response can be obtained for every floor of frame shear structure.
通过求解随机有限元的递推方程，得到框剪结构各层的地震动力响应均值和标准差历时曲线。
Seismic responses of the hetero-column frame with bottom rectangle columns are analyzed by time history method and are compared with the normal hetero-column frame.
对底部矩形柱上部异形柱框架结构以及纯异形柱框架结构进行了时程地震反应分析。并对二者分析的结果进行了比较。
The seismic capacity of the box-shaped joint in the reinforced concrete mega-frame structure system is studied, and the finite element analysis is done with ANSYS .
本文对钢筋混凝土巨型框架结构箱形节点抗震性能进行了试验研究及ANSYS程序有限元分析。
It is shown that the seismic behavior of this kind of frame is good.
试验表明，这种框架抗震性能良好。
More earthquakes have showed that most of the in-filled walls frame structures have good seismic behavior.
多次地震表明，大多数框架填充墙结构在地震中表现出良好的抗震性能。
The differences between unbonded prestressed concrete flat-beam frame and bonded prestressed concrete flat-beam frame in seismic response are not obvious.
在地震荷载作用下，无粘结预应力混凝土扁梁框架和有粘结预应力混凝土扁梁框架结构的各种响应没有明显的差异。
Capacity spectrum method was adopted to perform nonlinear static seismic response analysis for highrise frame structures with grouped pile foundation resting on natural foundation soils.
本文基于能力谱方法对天然地基上带群桩基础的高层框架结构进行了平面静力弹塑性分析。
For the frame-wall structure system, the seismic story shear of frame will change along with stiff degenerating of wall.
对于框架—剪力墙结构体系而言，随着剪力墙的刚度退化，框架的地震层剪力会不断变化。
Buckling-restrained braced frame (BRBF) is a newly developed steel braced frame system for seismic resistance.
屈曲约束支撑框架体系(BRBF)是新近发明并逐渐得到应用的一种框架体系。
Form displacement, strain, length of crack and so on, we can see timber frame meeting the challenge of anti-seismic, the results show that the frame has good anti-seismic performance.
从试验中得到的位移、应变、裂缝开展等数据，可以看出木构架房屋满足抗震设防要求，具有很好的抗震性能。
Form displacement, strain, length of crack and so on, we can see timber frame meeting the challenge of anti-seismic, the results show that the frame has good anti-seismic performance.
从试验中得到的位移、应变、裂缝开展等数据，可以看出木构架房屋满足抗震设防要求，具有很好的抗震性能。
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