片语

anti-seismic nonlinear performance assessment抗震性能评估

seismic damage performance地震损伤性能

seismic performance assessment抗震性能评估

seismic performance of building房屋抗震性能

seismic resistant performance减震性能

seismic response performance地震反应特性

seismic resistance performance抗震性能

seismic performance objecture地震性能目标

seismic resistance performance evaluation抗震性能评价

英汉例句

• How to improve the seismic performance of this type of structure is an important problem. The structure of transforming the top shear wall into the bottom frame is studied in this paper.

  在我国，高层建筑多集中在高烈度地震区内，底部大空间框支剪力墻结构是结构工程师经常采用的结构型式，如何改善这种结构的抗震性能是一个亟待解决的问题。

• To improve the seismic performance of the structure of the main bridge, the fluid viscous dampers were installed between the main girder and arch rib platform.

  为了改善主桥结构的抗震性能，在主梁与肋间平台之间设置了液体粘滞阻尼器。

• It is the key that the influence factors of the seismic performance and optimum structure form for these two kinds of structure.

  那么对于这两种结构，影响其抗震性能的因素以及选择优化结构形式是关键所在。

• A new reinforcement arrangement scheme was suggested to provide satisfactory seismic performance and good workmanship for the coupling beams with small aspect ratio.

  提出了一种能保证小跨高比连梁良好抗震性能且施工简单的新配筋方案。

• The impact of building the framework for the quality and structure of the seismic performance of concrete elements and links are varied.

  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 seismic performance of the building was evaluated based on the static analysis under frequent earthquake, and the nonlinear time history analysis under rare earthquake was conducted.

  对该结构体系进行了多遇地震作用下的抗震性能计算评估和罕遇地震作用下的弹塑性时程分析。

• The structural seismic performance of bridges can be improved significantly by applying seismic isolation technology.

  隔震技术能明显提高桥梁的抗震性能。

• The test on seismic performance of bridge piers is the basic research work of the bridge seismic analysis.

  桥墩的抗震性能试验是桥梁抗震分析的基础性研究工作。

• The paper studied the seismic performance of steel box bridge pier and the strengthening effect of partially concrete-filled strengthening method using finite element method.

  本文在以往研究的基础上，从理论进一步分析了钢箱形断面桥墩的抗震性能和部分内填混凝土补强法补强效果。

• Summarized the influence law of seismic performance of the tunnel under the form of section from displacement and internal force, and proposed the most perfect form of section on the tunnel.

  从位移和内力的角度，归纳出断面形式对区间隧道抗震性能的影响规律，提出地铁区间隧道断面形式的最优选择。

• Previous experience in earthquake damage shows that the structural rule of plane has a major impact to seismic performance of structures.

  历次地震的震害经验表明，建筑结构的平面规则性对结构的抗震性能有重要影响。

• The seismic performance of the whole structure has been evaluated.

  最后对结构整体的抗震性能进行了评价。

• The outcome of these conclusions may not fully mature, but I hope it can play a role for the Underground Railroad in the actual project to improve seismic performance of the proposal.

  以上结论成果，也许并不完全成熟，但希望对于地下铁道在实际工程中抗震性能的提高能起到一定的建议作用。

• Composite shear wall with concealed steel bar-shaped steel bracings is put forward and its seismic performance experimental research is done.

  首次提出了带钢筋-型钢暗支撑组合剪力墻，并进行了其抗震性能试验研究。

• By comparison of various parameters, this paper is focused on study the seismic potential and seismic performance for composite bridge.

  通过对各种参数的比较，研究地震作用下组合结构桥梁的抗震潜力及抗震性能。

• Depending on structural features, importance of occupancy and needs of developers, seismic performance objectives were reasonably selected corresponding to the seismic levels.

  根据结构特征、构件的部位和重要程度以及开发商的需求，针对不同设防水準的地震作用，制订了一系列抗震性能目标。

• The eccentrically braced steel frames(EBSF) are a new structural system based on the concentrically braced frames, which improves the seismic performance of the steel frames under the earthquake.

  偏心支撑钢框架是在中心支撑钢框架的基础上发展起来的一种新型结构体系，它能够有效改善钢框架在大震作用下的抗震性能。

• Then affect the seismic performance of shear walls and beams to the wall for consideration, analyzes the role of these two mechanisms, failure modes, and other factors.

  然后从影响剪力墻的抗震性能的墻肢与连梁去考虑，着重分析了这两部分的作用机理、破坏形态及其他影响因素。

• The suspender type steel RC residential structure is a new kind of structure system. The calculation method is given. The seismic performance of the structure is tested.

  悬挂式钢混住宅结构是一种新的结构体系，给出了结构体系的计算方法，对该体系进行了抗震性能试验研究。

• However, the seismic performance of the steel truss transfer stories was good and the overall structure could satisfy seismic fortification requirements in the region of intensity 6.

  钢桁架转换结构形式可以满足结构抗震要求，结构整体抗震性能良好，能够满足6度抗震区抗震设防要求。

• The model in this paper mainly considers the degradation of concrete strength with time rules, the results can be used to survey a large area of the seismic performance of existing buildings.

  本文所建立的模型主要考虑了混凝土强度随时间的退化规律，其成果可用于大面积普查既有建筑的抗震性能。