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首页> 外文期刊>American Journal of Engineering Research >Effective of Earthquake load on Behavior of Rectangular Shear Wall in RC Frame Building
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Effective of Earthquake load on Behavior of Rectangular Shear Wall in RC Frame Building

机译:地震荷载对RC框架结构矩形剪力墙性能的影响

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Structural walls, or shear walls, are elements used to resist lateral loads, such as those generated by wind and earthquakes. Structural walls are considerably deeper than typical beams or columns. This attribute gives structural walls considerable in-plane stiffness which makes structural walls a natural choice for resisting lateral loads. In addition to considerable strength, structural walls can dissipate a great deal of energy if detailed properly. Walls are an invaluable structural element when protecting buildings from seismic events. Buildings often rely on structural walls as the main lateral force resisting system. Shear walls are required to perform in multiple ways. Shear walls can then be designed to limit building damage to the specified degree. The load-deformation response of the structural walls must be accurately predicted and related to structural damage in order to achieve these performance goals under loading events of various magnitudes. The applied load is generally transferred to the wall by a diaphragm or collector or drag member. The performance of the framed buildings depends on the structural system adopted for the structure The term structural system or structural frame in structural engineering refers to load-resisting sub-system of a structure. The structural system transfers loads through interconnected structural components or members. These structural systems need to be chosen based on its height and loads and need to be carried out, etc. The selection of appropriate structural systems for building must satisfy both strength and stiffness requirements. The structural system must be adequate to resist lateral and gravity loads that cause horizontal shear deformation and overturning deformation. The efficiency of a structural system is measured in terms of their ability to resist lateral load, which increases with the height of the frame. A building can be considered as tall when the effect of lateral loads is reflected in the design. Lateral deflections of framed buildings should be limited to prevent damage to both structural and nonstructural elements. In the present study, the structural performance of the framed building with shear wall will be analysis. In this paper, the structural performance of the RC framed building with Rectangularshear wall in will be analysis. The importance of the shear wall in resist the wind and earthquake load are study, the effect of the shear walls on the conventional frame system. The best location of shear wall are near center of mass and center of gravity .The improvement in the structural performance of the building with frame system by using shear wall is study
机译:结构墙或剪力墙是用于抵抗侧向载荷(如风和地震产生的载荷)的元素。结构墙比典型的梁或柱要深得多。该属性使结构墙具有相当大的平面内刚度,这使结构墙成为抵抗侧向载荷的自然选择。如果结构合理,则除了具有相当大的强度外,结构墙还可以耗散大量能量。当保护建筑物免受地震影响时,墙是非常宝贵的结构元素。建筑物通常依赖于结构墙作为主要的横向抗力系统。剪力墙需要以多种方式发挥作用。然后可以设计剪力墙,以将建筑物损坏限制在指定的程度。必须准确预测结构墙的荷载-变形响应,并将其与结构损坏相关联,以便在各种大小的荷载作用下达到这些性能目标。施加的负载通常通过隔膜或收集器或阻力构件传递到墙壁。框架建筑物的性能取决于结构所采用的结构系统。结构工程中的结构系统或结构框架一词是指结构的抗荷载子系统。结构系统通过相互连接的结构组件或构件传递载荷。这些结构系统需要根据其高度和负载进行选择,并且需要执行等操作。选择合适的建筑结构系统必须同时满足强度和刚度要求。结构系统必须足以抵抗引起水平剪切变形和倾覆变形的横向和重力载荷。结构系统的效率是根据其抵抗横向载荷的能力来衡量的,横向载荷随框架的高度而增加。当在设计中反映了侧向荷载的影响时,建筑物可以被认为是高大的。框架建筑物的侧向挠度应受到限制,以防止损坏结构和非结构元素。在本研究中,将分析带剪力墙框架结构的结构性能。本文将分析矩形剪力墙钢筋混凝土框架结构的结构性能。研究了剪力墙在抵抗风和地震载荷方面的重要性,以及剪力墙对常规框架系统的影响。剪力墙的最佳位置是靠近质心和重心。研究了利用剪力墙改善框架结构房屋的结构性能的方法。

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