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。
This paper briefly introduces the structure, the characteristic and the construction technology of a new compound reinforced concrete shear wall frame—CL structure system.
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。
The wall energy saving standard can be reached or exceeded by adopting check block type self-cladding technique for exterior insulation of cast-in-situ reinforced concrete shear wall.
采用阻推块型外保温自挂板技术对现浇钢筋混凝土剪力墙进行外保温，使其达到并超过墙体节能标准要求。
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.
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。
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。
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-剪力墙纸局。
Shear wall has been widely used in reinforced concrete building structures.
剪力墙在钢筋混凝土建筑结构中有着广泛的应用。
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.
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 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.
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。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures. The method can also be used for frame structures and shear wall structures.
本文提出了框-剪结构震害预测方法，并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
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。
The seismic behaviors of reinforced concrete structure frame-supported short-leg shear wall structure are investigated in the thesis of the test.
试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征，结构的屈服机制和破坏机制。
The reinforced concrete masonry shear wall structure with its energy saving system is the main structure system for the high-building.
高强配筋砌块砌体剪力墙结构及其节能体系是高层砌块建筑的主要结构体系。
A finite element model for nonlinear dynamic analysis of reinforced concrete block shear wall is pointed out.
本文提出了配筋砼砌块剪力墙非线性动力分析有限元模型。
Some reinforced concrete aseismic walls must be considered in design on the longitude and transverse in the brick masonry building with frame-shear wall at lower two stories.
底部两层框墙砖房中，在底部两层的横向和纵向应设计一定数量的钢筋混凝土抗震墙。
The Sublayer Frame-shear Structure consists of the two kinds of load-bearing and anti - lateral force system in the reinforced concrete frame, the anti-seismic wall and the upside brick house.
底层框架—抗震墙结构是山钢筋混凝土框架、抗震墙和上部砖房两种承重和抗侧力体系所构成。
The theoretical analysis and testing research on shear load bearing capacity of the reinforced concrete block masonry shear wall have been investigated.
对配筋砌块砌体剪力墙抗剪承载力进行了理论分析和试验研究。
Reinforced concrete masonry shear wall structure is a new type of structure, the theory of computing and analysis for it is juvenility.
组合砌体剪力墙是由多种不同力学特性的材料复合而成的结构构件，其承弯能力的计算比较复杂。
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.
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。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures.
本文提出了框-剪结构震害预测方法，并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures.
本文提出了框-剪结构震害预测方法，并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
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