连梁的配筋构造不太复杂，方便施工。
Thirdly, reinforcement detailing of coupling beams can not be too complex.
对弹性楼板和连梁的作用视为楼层标高处的弹性支撑。
The elastic floors and coupling beams were regarded as the elastic support of the floor elevation.
但连梁模型有待进一步改进，以模拟短梁的剪切影响。
However, the coupling beam model should be improved to considering the effect of shear later.
连梁在框架-剪力墙结构中，也是很重要的一个构件。
Tie beam is an important element in frame-shear wall structure.
对比了砌块连梁和混凝土连梁通过配筋加强后的相应特征的异同。
T he similarities and differences oft he characteristics between block coupling beams and concrete coupling beams after strengthening by reinforcement have been compared.
目前与连梁相关的研究工作较多，然而大多数停留在有限的试验上。
At present, the investigation on coupling beams has been often carried out but its attention is always put onto the limited experiments.
将带强连梁和弱连梁的双肢剪力墙简化为仅带强连梁的双肢剪力墙。
Thus, the coupled shear walls are simplified to coupled shear walls which only include stiffening coupling beams.
在设计中引入位移法求解肋柱连梁结构内力，增强了软件本身的功能。
Especially we use the method of "displacement" to calculate the structure internal force of rib beam in the software, which makes the software's function enhanced.
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。
A new reinforcement arrangement scheme was suggested to provide satisfactory seismic performance and good workmanship for the coupling beams with small aspect ratio.
研究了空心钢筋混凝土剪力墙结构的连梁—墙肢刚度比与连梁延性之间的关系；
The relation of stiffness ratio of coupling wall-beam to coupled wall and ductility of coupling wall-beam is discussed.
在高烈度地震区，相邻框架梁跨度相差过大时，可以将短跨框架梁按照连梁设计。
In high seismic intensity zone, when the spans of adjacent frame beams have great difference, the short-span frame beam can be designed as coupling beam.
而综合斜筋配筋形式是一种有效提高连梁在地震作用下延性和耗能性能的配筋方式。
It was known that coupling beams with integrated diagonally reinforced detailing are characterized by effectively improving the ductility and energy dissipating capacity under earthquake.
但这样的设计思想往往导致连梁在地震后存在塑性损伤破坏，修复困难且维修费用较大。
However, the yielding of coupling beams will induce damage in structures. Rehabilitation of coupling beams is difficult and the cost is large.
二是罕遇地震下，连梁先于墙肢进入塑性，耗散地震输入能量，保护剪力墙主体结构的安全。
Second, under the rare case of earthquake, at first coupling beam arrive into the plastic point and dissipate the earthquake input energy to insure the security of the main structure of wall.
连梁的屈服荷载和极限荷载均随纵向钢筋配筋量的增加而增大，随斜筋配筋量的增大亦增大。
Coupling beams' yielding load and limit load also was enhanced when more diagonally reinforcement was included.
小跨高比连梁的受剪承载力计算公式源于试验结果，但试验数据较少，缺乏合理的理论计算模型。
The formula of shear bearing capacity of deep coupling beams originates from test results, however the test data are few and the calculating model isn t very rational.
为此国内外近年来均在探讨联肢墙小跨高比连梁改善抗震性能，特别是改善抗震抗剪性能的有效设计方法。
In recent years, the effective design method that small-span-to-depth-ratio coupling beams in coupled walls improve seismic resistance behavior is discussed in home and abroad.
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。
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.
试验表明免拆模复合剪力墙在屈服之前表现出良好的承载力，其破坏首先发生在连梁处，破坏时持续的时间较长。
The experiment results show that complex shear walls have excellent bearing capacity before yielding, and the duration between yielding to failure is longer.
本文在改进多垂直杆剪力墙模型基础上，以带刚域的局部纤维模型模拟连梁，两模型结合可很好的模拟联肢剪力墙。
Based on the modified-multi-vertical-line shear wall model, this paper adopted partial fiber model with rigid region to simulate coupling beams.
连梁作为剪力墙结构抗震设计中的第一道防线和主要耗能构件，其设计的合理与否直接影响到建筑物抗震性能的好坏。
As the first and chief component to anti-earthquake in the shear wall structure designing, the coupling wall-beam, which is designed well or not, affects the anti-earthquake performance of a building.
防落梁系统是一种新型的减、抗震设计和加固方法，由梁搁置长度、限位装置、连梁装置等三部分组成的，其主要功能是阻止梁从支承上脱落。
Collapse-proof systems is a new method for seismic design and retrofitting, and the main purpose is to prevent the girders form falling off their supports.
分析结果可为正确的连梁设计提供理论依据，并为整体结构的分析提供可靠的连梁非线性力学模型，从而为分析带缝剪力墙的整体性能打下基础。
The results, which have been verified by experiments, can serve as the basis for correct modelling of connecting beams used for the analysis of the whole slit shear wall structures.
结合一连续斜弯梁桥实桥试验结果，分析了此种桥型的受力特点、变形特点，给出了试验方案、方法及试验成果。
This paper analyses the speciality of the internal force and deflection in point of concrete continuous skew support curved grider bridge, gives its load test plan, way and results.
简要介绍了包钢钢联轨梁轧钢厂连铸坯轧制重轨的工艺、设备，以及重轨产品的质量和力学性能。
The technology and equipment of rolling heavy rail by using continuous casting billet were introduced. The quality and mechanical performance of heavy rail were introduced too.
双跨连拱隧道以设置地基梁的方式穿过大型溶槽地段。
The double-arch tunnel passes through a big water-eroded groove by setting foundation beam method.
但是立交桥中常用的结构之一连续箱梁经常在施工中或通车不久就出现裂缝，直接影响桥梁的安全性与耐久性。
But the structure commonly used in overpasses, continuous box-girder, often in construction or traffic soon cracked, directly affecting the safety and durability.
介绍了鞍钢1780热连轧机组上下供热板坯步进梁式加热炉热工性能的测试方法及其应用技术。
The thermotechnical character measuring method and application technic for the walking beam heating furnace on 1780mm continuous thermal rolling mill production line of Anshan iron and steel group.
介绍了鞍钢1780热连轧机组上下供热板坯步进梁式加热炉热工性能的测试方法及其应用技术。
The thermotechnical character measuring method and application technic for the walking beam heating furnace on 1780mm continuous thermal rolling mill production line of Anshan iron and steel group.
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