剪切性能好。
The axial load ratio lower than 0.3 has a good benefit on the shear performance of SCC joint;
轴压比小于0.3时，轴压比对自密实混凝土节点起有利作用；
Good shear performance. Suitable for fibrous media, such as welding slag and other hardness particles.
剪切性能好。适用纤维状介质，和诸如焊渣等硬度颗粒。
The main purpose of this thesis is to study the shear performance of hybrid reinforced concrete beams.
本文的主要目的是研究混杂混凝土梁的抗剪性能。
Based on test in room, the relationship between shear performance and displacement rate of rock is discussed.
在室内实验的基础上，探讨了岩石的剪切性能与位移速率的关系。
The shear performance of high strength light steel dwelling walls being popularized and applied in our country is studied in this paper.
本文对正被推广应用的高强度轻型钢结构住宅墙体的抗剪性能进行了研究。
So, the shear performance of the bridge pier under the seismic effect is studied in this paper in order to provide theoretical basic and reference of calculation.
因此，本文研究了桥墩在地震作用下的抗剪性能和试件剪切破坏机理，为桥墩的抗剪设计提供理论依据和计算参考。
It can embed reinforced bar and pour concrete in piles upper portion to make it combined with the platform, so the core concrete can improve shear performance of the pile.
在试验的基础上对预应力管桩的抗剪承载力进行了研究，并对填芯混凝土在抗剪承载力中的作用进行了探讨。
Impacts on asphalt mixture's high temperature performance with PR series additives added by means of rutting test and Repeated Shear Test (Constant Height)(RSCH) were investigated.
选用车辙试验和恒定高度重复剪切试验（RSCH）来进行掺加PR系列添加剂沥青混合料的高温性能研究。
Wood frame shear walls; Testing protocol; Seismic performance.
木框架剪力墙；试验协议；抗震性能。
As a new structure which has the performance of masonry and concrete, the reinforced concrete masonry shear wall has been used more and more recently.
配筋砌块砌体剪力墙结构是融砌体与混凝土性能于一体的一种新型结构形式，近年来研究和应用逐渐增多。
The lead shear damper is a cheap device of energy dissipation that has superiority performance and simple structure.
铅剪切阻尼器是一种耗能性能优越、构造简单而又十分经济的耗能减震控制装置。
Light steel reinforced concrete shear wall is a system structure resisting lateral force, so the shear strength is the main performance parameter.
轻钢骨混凝土剪力墙作为一种抗侧力体系，其抗剪强度是其主要的性能参数。
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墙，并进行了其抗震性能试验研究。
The text introduces performance of bending components, shear properties, as well as in the use of performance under load, and dynamic performance.
介绍了受腐蚀钢筋混凝土受弯构件的性能、抗剪性能、以及在使用荷载作用下的性能和动力性能。
Seismic performance experimental research on I-shaped short pier shear wall is done first.
首次进行了带钢筋暗支撑一字形截面短肢剪力墙抗震性能试验研究。
Aimed at the steel shear wall with slit, a systematic research is done on the forced performance. By using the finite element soft ware ANSYS, the paper analyzes this lateral resistant member.
针对带缝钢板剪力墙，本文对其受力性能进行了系统研究，并用有限元软件ANSYS进行了分析。
Finally the comparison of dynamic characters of structure of composite wallboard and shear wall of reinforced concrete proves that the former is superior in seismic performance to the latter.
最后将复合墙板结构与钢筋混凝土剪力墙结构的动力反应特性进行了比较，结果表明复合墙板结构具有优于钢筋混凝土剪力墙结构的抗震性能。
Through tests and analysis of the adhesive interface performance of steel structure with CFRP, the paper sets up an expression of adhesive interface shear stress, which is validated by the tests.
通过试验和解析方法对粘贴碳纤维布加固修复钢结构技术的粘结界面受力性能进行了分析，提出粘结界面剪切应力的计算公式，并在实际算例中取得了与试验较为吻合的结果；
The main seismic performance is introduced, including low level period, top displacement, maximum layer displacement Angle, frame bearing horizontal shear, frame bearing earthquake overthrow moment.
抗震性能包括对结构低阶自振周期、顶点位移、最大层间位移角、框架承担承担水平地震剪力、框架承担地震倾覆力矩比几个方面。
The research shows that the performance of shear member reinforced with HRB500 steel bar is the same as the common reinforced concrete members.
HRB500级钢筋混凝土构件受剪性能试验研究表明，HRB500级钢筋混凝土构件的受剪性能与普通钢筋混凝土构件相同。
The current structure of the portfolio focused on increasing the performance of shear connectors understanding through the effective use of the material to develop a more economical design.
当前对组合结构的研究主要集中在增加对剪力连接件性能的了解，通过对材料的有效利用来制定更经济的设计。
As the shear wall is the most widely used structure of high-rise building, the study of shear wall for seismic performance is particularly important.
剪力墙作为在高层建筑应用最广泛的结构形式，针对剪力墙抗震性能的研究就显得尤为重要。
Soil resistance and pastes cohesion and internal friction Angle, is the two indicators which evaluate the performance of soil shear.
土壤抗剪黏聚力和内摩擦角，是评价土壤抗剪性能的两项指标。
The optimized mechanism can satisfy the cutting process requirement, and enhance both the performance of flying shear and quality of workpieces.
优化后的飞剪机构满足剪切过程要求，同时提高了飞剪的剪切性能和轧件的剪切质量。
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.
然后从影响剪力墙的抗震性能的墙肢与连梁去考虑，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。
Some problems in the measurement of performance of composite material structures, such as the identification of the transverse shear modulus, can be solved.
该方法能够解决正交各向异性复合材料剪切模量的识别等当前复合材料结构性能测试中存在的一些难点问题。
Quantitative evaluation of the economical performance of the brick masonry buildings with frame shear wall at the bottom is made, based on the analysis of the cost indexes calculated.
对该经济指标计算结果进行分析，从而对底框抗震墙砖房的经济性能作出定量评价。
This report presents information on performance of steel shear walls under seismic effects and their seismic design.
这份报告提出关于钢在地震的效应和他们的地震的设计下的抗剪力墙的性能的信息。
This report presents information on performance of steel shear walls under seismic effects and their seismic design.
这份报告提出关于钢在地震的效应和他们的地震的设计下的抗剪力墙的性能的信息。
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