最后，依据试验结果，提出了方钢管混凝土框架结构的抗震加固设计建议。
At last, based on the test results, the proposal of how to strengthen the SCFT frame has been presented.
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。
Finally, put forward several conclusions and Suggestions for seismic design of the reinforced concrete mega-frame structure.
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。
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 .
故本文方法可用于非对称框架结构的抗震分析与设计。
So this procedure can be applied in seismic analysis and design of the asymmetric frame structures.
阐明了房屋抗震设计应该重视的问题，特别是框架结构的设计要点。
The problems of the antiseismic design of building should be taken seriously, particularly the design essentials for building frame structure.
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 proposed method is applied to RC frame structures, the probabilistic characteristics of structural global seismic capacity are then obtained.
利用模拟地震振动台对这种大跨预应力井式梁框架结构的抗震性能进行了研究。
The shaking table test has thus been conducted of a large-span prestressed concrete grillage girder frame structure to gain an insight into its earthquake-resistant performance.
对于有抗震设防的钢筋混凝土框架结构施工，钢筋屈强比值是个十分重要的材料质量指标。
For reinforced concrete structure construction with seismic fortification, the yield-strength ratio of steel bar is a very important material quality index.
笔者对如何提高建筑钢筋混凝土框架结构的抗震性能谈谈自己的看法。
The author on how to improve the construction of reinforced concrete frame structure performance to talk about his own views.
建立了地震作用下导管架海洋平台结构优化的数学模型，把导管架海洋平台看作钢框架结构，并把优化方法用于结构的抗震设计中。
Jacket platform was assumed as steel frame structure and optimum design method was performed. Total weight of the structure was selected to be optimal objectives.
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 results show that the frame of steel beam-concrete filled steel tubular has the good seismic behavior.
这些为评价大跨预应力混凝土框架结构的竖向抗震能力提供了有益的参考。
These render a beneficial reference to evaluate the anti-earthquake performance of large-span prestressed concrete frame structures.
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。
Due to adding some equipments, intensity checking and seismic security appraisal need to be carried out for one frame.
教室的两层使用了木框架结构，跨在公共应急避难所的上方，在不改变后者结构的条件下满足了抗震要求。
The two storeys of classrooms are built using a wooden frame to allow earthquake-resistant construction over the public emergency shelter without altering the structure of the latter.
利用地震振动台对大跨预应力混凝土井式梁空间框架结构的抗震性能进行了实验研究。
The shaking table test was conducted to gain an insight into the earthquake resistant performance of a large-span prestressed concrete grillage girder space frame structure.
本文把导管架海洋平台看作钢框架结构，考虑了桩—土—结构的动力相互作用，并把优化方法用于结构的抗震设计中。
Jacket platform was assumed as steel frame structure and the pile-soil-structure interaction was considered. Optimum method was applied to aseismic design of structure.
而预应力混凝土框架结构应用于有特殊生产工艺要求的工业建筑中，其抗震性能还存在一定争议，亟待研究。
There are still many controversies on aseismatic performance of PC frames as they are applied in industrial buildings with special technological requirements.
同时，经过对比分析得出两国框架抗震性能的相对水平后，就能够借鉴美国框架结构在实际地震中的震害反应间接评价中国框架结构的抗震性能。
S moment frame, the seismic performance of Chinese moment frame can be indirectly evaluated by Learning from the Earthquake damage of RC moment frame in the actual U, S earthquake.
把导管架海洋平台看作钢框架结构，并把多目标优化设计方法用于其结构的抗震设计中。
Jacket platform was assumed as steel frame structure and multi-objective design method was performed.
针对巨型钢框架结构中常用的巨型钢柱给出了支撑等构件的合理布置方式和抗震设计中的构造要求。
The reinforcing plan selection and the construction scheme of the shaped steel column, which will not badly effected the production, in a steel-framed workshop is briefly introduced.
迄今为止，对刚接框架的抗震性能有过很多研究，但对多层柱支撑铰接钢框架结构的抗震性能的研究几乎还是空白。
The multilayer hinged frame structure with bracing doesn t have the flaws of the rigid frame structure as the abo.
最后，通过研究框架结构的连续倒塌规律，分析了楼板和抗震设防烈度对框架抗连续倒塌性能的影响。
At last, the influence of slabs and seismic design on PC resistance of the two RC frames is discussed by analyzing the PC law of RC frames.
本发明公开了一种增强建筑物抗震性能的六角蜂窝抗震建筑框架结构。
The invention discloses a hexagonal honeycomb anti-earthquake building frame structure used for enhancing the anti-earthquake performance of a building.
本文建立了方钢管混凝土框架结构的三维非线性有限元分析模型，用以研究方钢管混凝土框架在低周反复荷载作用下的抗震性能。
A 3-d nonlinear finite element model of concrete-filled rectangular tubular frame is proposed in the paper to research the seismic behavior of this type of structure under low-reversed cyclic loading.
迄今为止，对刚接框架的抗震性能有过很多研究，但对多层柱支撑铰接钢框架结构的抗震性能的研究几乎还是空白。
With the development of construction technology, multi-storey formwork supports system has been applied to make construction more efficient.
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;
分析研究表明，采用本文建议的侧力模式进行推覆分析，可在统计意义上可对钢筋混凝土规则框架结构的抗震能力作出偏于安全的估计。
It is also shown that the nonlinear static procedure gives a safe estimation of the inelastic seismic response statistically for regular RC frames with good numerical stability.
通过对不同计算方案结果的比较分析，研究考虑楼板刚度与否和次框架对巨型钢框架结构反应的影响，为进一步深入研究巨型钢结构的抗震性能及抗震设计提供基础。
On the basis of these, the paper studies profoundly the influence on response, seismic design method and seismic behavior of the mega steel structures from the floor stiffness and hypo-frame.
通过对不同计算方案结果的比较分析，研究考虑楼板刚度与否和次框架对巨型钢框架结构反应的影响，为进一步深入研究巨型钢结构的抗震性能及抗震设计提供基础。
On the basis of these, the paper studies profoundly the influence on response, seismic design method and seismic behavior of the mega steel structures from the floor stiffness and hypo-frame.
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