2010Journal of Zhengzhou UniversityRequires access

Lateral Stiffness Analysis on Frame-Shear Wall Structures

Lening Guo

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Abstract

In the paper,the lateral stiffness analysis on frame-shear wall structures is made on the basis of dispersed inner force distribution of links between frame-shear wall structures and the flexibility of frame-shear walls structures.And a new calculating method distributing transverse horizontal loads between frames and shear walls respectively in frame-shear wall structures are suggested.The physical concept of those formulas is clear,and the results of calculation comparatively match the real working situation of frame-shear wall structures under horizontal loads.

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What this paper is about

In the paper,the lateral stiffness analysis on frame-shear wall structures is made on the basis of dispersed inner force distribution of links between frame-shear wall structures and the flexibility of frame-shear walls structures.And a new calculating method distributing transverse horizontal loads between frames and shear walls respectively in frame-shear wall structures are suggested.The physical concept of those formulas is clear,and the results of calculation comparatively match the real working situation of frame-shear wall structures under horizontal loads.

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Available abstract

In the paper,the lateral stiffness analysis on frame-shear wall structures is made on the basis of dispersed inner force distribution of links between frame-shear wall structures and the flexibility of frame-shear walls structures.And a new calculating method distributing transverse horizontal loads between frames and shear walls respectively in frame-shear wall structures are suggested.The physical concept of those formulas is clear,and the results of calculation comparatively match the real working situation of frame-shear wall structures under horizontal loads.

Key concepts: Shear wall, Structural engineering, Shear (geology), Stiffness, Flexibility (engineering), Frame (networking), Transverse plane, Shear force

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