钢筋混凝土剪力墙结构是在高层建筑中应用十分广泛的结构形式。
With the functions of use of tall building being changed from unity to diversity, the holes on RC shear wall appeared diversity.
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.
颜鹏，刚性连接钢框架—内填钢筋混凝土剪力墙结构体系的滞回性能及抗震设计对策。
Hysteretic Behavior and Design Criterion of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System with FR Connections.
本文为水平地震作用下钢筋混凝土剪力墙结构的优化设计提供了一种方法，对工程技术人员亦有一定的参考价值。
This paper provides a method for reinforced concrete shear wall structure optimization design under horizontal earthquake, and for engineering and technical personnel some degree of reference value.
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墙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。
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.
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。
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.
提出了钢筋混凝土带暗支撑短肢剪力墙结构体系。
Short pier RC shear wall structure system with concealed bracings was put forward.
剪力墙在钢筋混凝土建筑结构中有着广泛的应用。
Shear wall has been widely used in reinforced concrete building structures.
用纯钢框架模型和等效钢筋混凝土框架剪力墙模型分别计算结构在竖向荷载及侧向荷载组合下的受力性能。
The structural behaviors under vertical and horizontal loads are analyzed with a steel frame model and an equivalent reinforced concrete frame-shear wall model respectively.
某框架-剪力墙结构高层建筑的钢筋混凝土框架柱，在施工过程中局部出现了超出规范允许值的垂直度偏差，影响了结构性能。
The reinforced concrete frame column of a high-rise building with frame-shear wall structure partially has a vertical deviation during construction, thus affecting its structural function.
介绍了一种新型复合钢筋混凝土框架剪力墙结构体系—CL结构体系的构造、特点及施工工艺。
This paper briefly introduces the structure, the characteristic and the construction technology of a new compound reinforced concrete shear wall frame—CL structure system.
钢框架-内填钢筋混凝土剪力墙(SRCW)结构的组合作用主要是由抗剪连接件来实现。
A composite steel frame-reinforced concrete infill wall (SRCW), in which the steel and concrete components work integrally through mechanical connectors.
以热轧无缝钢管柱为主要竖向承重结构构件，承担现浇钢筋混凝土框架剪力墙结构与钢屋架之间的结构转换作用。
Hot-rolled seamless steel tube column, as the main vertical load-bearing member, plays the role of structure transferring between the cast RC frame shear wall and the steel roof truss.
本文结合一超高层钢筋混凝土剪力墙一核心筒结构的模型试验与有限元动力分析，对超高层筒体结构的动力特性作了具体研究分析。
Incorporating with the model dynamic experiment and Finite-Element seismic analysis of a shear-wall superhigh building, paper gives the earthquake resistant behavior of such structures.
这类结构的裂缝调查。提出了钢筋混凝土剪力墙的强度、延性和最小配筋率。
Strength, ductility and minimum percentage of reinforcement in the shear wall were presented.
为改善钢筋混凝土框架剪力墙结构抗震设计，完善框剪结构自振周期计算经验公式。
To improve the seismic design of reinforced concrete frame-shear wall structures, the empirical formula for estimation of the fundamental periods were investigated, and a new formula was presented.
天朗海峰国际中心塔楼采用现浇钢筋混凝土部分框支剪力墙结构。
Partial frame-supported shear wall structure is adopted for the Synonym Haifeng. Performance based seismic design was proposed.
天朗海峰国际中心塔楼采用现浇钢筋混凝土部分框支剪力墙结构。
Partial frame-supported shear wall structure is adopted for the Synonym Haifeng. Performance based seismic design was proposed.
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