片语

shear-wall element剪力墻单元

shear-wall structures剪力墻（结构墻）结构

eccentric shear-wall墻体偏心

shear-wall strengthening剪力墻加固

rc shear-wall剪力墻

shear bearing wall抗剪墻

framed shear-wall框架

英汉例句

• it is important to make certain the optimal quantity of shear wall linked with the ground in shear wall structure supported on frame under earthquake actions in civil engineering.

  地震作用下，底部多层大空间框支剪力墻结构中落地剪力墻合理数量的确定是关系到结构的安全和经济合理的关键问题。

• the most commonly used lateral force resisting system (lfrs) for rectangular all-wood or low-rise masonry and wood buildings is the shear wall mechanism combined with horizontal diaphragms.

  矩形全木房屋或低层砖石木建筑物最常用的侧向力抵抗系统（lfrs ）是剪力墻机制，并结合横隔使用。

• in this paper, the application of direct displacement-based design method which is the most representative performance-based design method for the shear wall structure will be studied.

  本文对基于性能的抗震设计方法中最具有代表性的直接基于位移的设计方法在剪力墻结构中的应用进行了研究。

• through the research of corrugated steel shear wall in repeated load, the ultimate load-carrying capacity and hysteresis property is found.

  对整片折板钢板剪力墻在反复荷载下滞回性能进行研究，得到了折板钢板剪力墻极限承载力、延性和滞回性能。

• the monotonic shear testing of two-story model reinforced masonry shear wall in different compressive force was performed.

  随后进行了两榀两层配筋砌块砌体剪力墻在不同竖向荷载下的单调加载受剪性能试验。

• according to the deformed coordination of walls and coupling or connecting beams, the method of energy is applied to study the gravity buckling loads of coupled shear wall in tall buildings.

  根据墻肢和连系梁之间的变形协调条件，用能量法研究了高层建筑结构双肢变厚度剪力墻的整体稳定问题。

• draw some valuable conclusions for the short shear wall structure provides the basis for the design.

  得出一些有价值的结论，为短肢剪力墻结构的设计提供了依据。

• the article analyzed the application of short shear wall system in high-rise building design and pointed out structure layout features and design ideas of short shear wall.

  文章对短肢剪力墻体系在高层建筑设计中的应用进行了分析，指出了断指剪力墻结构布置特点和设计思路。

• the factors relating to shear wall discussed in this paper are seismic intensity, site soil condition, weight and height of building, and top displacement of structure etc.

  本文论述了不同设防烈度及场地条件，建筑高度和自重，以及顶点相对位移限值等因素与抗震墻用量之间的关系。

• however, the short shear wall of the research is still very full and not have a complete set of design theory and methods to guide the design of the project.

  但是，目前对短肢剪力墻的研究仍不是很充分，还没有一套完整的设计理论和方法来指导工程设计。

• reinforced concrete masonry shear wall structure is a new type of structure , the theory of computing and analysis for it is juvenility.

  配筋砌块砌体剪力墻结构是一种新型的建筑结构体系，其内力分析和计算理论还较不成熟。

• through comparing the results between ansys and tbsa, a designing software, summarized some questions that we should pay attentions when designing the frame-supported shear wall structure.

  通过对有限元分析软件ansys与工程设计软件tbsa计算结果的比较，总结出在框支剪力墻结构设计中应该注意的一些问题。

• a method to calculate the section curvature ductility index of high strength concrete shear wall is induced by using stress-strain relationship of rectangle stirrup and plane section assumption.

  利用矩形箍筋约束混凝土的应力一应变关系和平截面假定，建立了高强混凝土剪力墻截面曲率延性系数的计算方法。

• the research results on shear wall quantity used in relation to the above mentioned factors are suggested through calculation.

  经过一系列计算，对上述影响抗震墻用量的因素提出研究结果。

• based on the experience of the practical design, some measures of design and construction of foundation and shear wall in high-rise building are put forward in this paper.

  以实际设计经验总结为基础，对钢筋混凝土高层建筑建筑基础和剪力墻的设计与构造提出了一些具有实用价值的处理措施。

• short pier rc shear wall structure system with concealed bracings was put forward.

  提出了钢筋混凝土带暗支撑短肢剪力墻结构体系。

• according to the specialty of the style of combination, the frame-supported shear wall is quite different to normal frame-shear in structural forms and load-bearing characteristics.

  由于其组合形式的特殊性，框支剪力墻在结构形式、受力特点上也与传统的框架-剪力墻有明显区别。

• the location of opening has little influence on the ultimate bearing capacity of shear wall with symmetrical wall limb, and influences the ductility and energy dissipation.

  洞口位置对于具有对称墻肢的小开洞剪力墻极限承载力影响不大，但对结构延性及耗能能力有一定的影响。

• the frame-supported shear wall structure is a combination of frame and shear wall.

  框支剪力墻结构体系是将框架结构和剪力墻结构相结合的产物。

• through experimental study and finite element analysis, we draw that the vertical holes in the hollow shear wall structure with seams lessen self-weight so as to lower the earthquake action.

  试验研究和有限元分析得出：此种带缝空心钢筋混凝土剪力墻结构中竖向孔洞的存在减轻了结构的自重，因而降低了结构的地震作用。

• this paper discusses high-level framework for seismic design of shear wall structure and some views are given.

  本文主要论述了高层框架剪力墻结构在抗震设计方式中的一些看法。

• this is the post window of my shear wall test simulation, the paper will be published in december.

  以下是我的剪力墻的后处理界面，正式论文在十二月的《世界地震工程》发表。

• the results show that, with the(increase) of the rigidity characteristic, the interruptable shear wall height increases.

  计算表明：随着刚度特征值的增加，可中断剪力墻的高度随之增加。

• this engineering is eleven layer reinforced concrete frame shear wall structure.

  本工程为十一层钢筋混凝土框架-剪力墻纸局。

• in the construction process of the shear wall formwork supporting, construction on the screw pull is a very important aspect, and also a great influence on the quality of concrete forming wall.

  在剪力墻木模板支撑施工过程中，对拉螺桿的施工是非常重要的一个环节，也对剪力墻混凝土成型质量影响很大。

• the method for determining shear wall quantity according to the limit of top displacement of building and some calculating examples are given.

  给出了以直接根据变形控制值确定抗震墻量的方法，文中并给出计算例题。