Analysis on Interruption and Plane Layout of Shear Wall for Frame-Shear Wall Structure with Top Fault Shear Wall

Author

Qin Li ; Xu Ang ; Du Qi-shou

Author_Institution

Sch. of Archit. & Civil Eng., Northeast Dianli Univ., Jilin, China

Volume

2

fYear

2009

fDate

26-27 Dec. 2009

Firstpage

328

Lastpage

331

Abstract

According to the force-deformation characteristics of frame-shear wall structure, the calculation and analysis model of the "Style Box" type layout of frame-shear wall structure is advanced with the basic and simple arrangement of frame-shear wall structure. The different plane and vertical layout with interrupting shear walls of the frame-shear wall structure with top fault shear walls is discussed primarily by using the method of plane layout and vertical interruptable position being considered at the same time. Based on the main parameters of the frame-shear wall structure with top fault shear walls in different ways, it puts forward the importance of the shear wall location of the plane layout to the overall performance of the frame-shear wall structure with top fault shear walls except the lateral stiffness of the shear wall corresponding to the shear wall interrupted ratio.

Keywords

fault diagnosis; walls; force-deformation characteristics; frame shear wall structure; lateral stiffness; plane layout; shear wall interrupted ratio; style box type layout; top fault shear wall; Buildings; Civil engineering; Design engineering; Industrial engineering; Information analysis; Information management; Innovation management; Style Box; frame-shear wall structure; interruptable position; shear wall interrupted ratio; top fault shear wall;

fLanguage

English

Publisher

ieee

Conference_Titel

Information Management, Innovation Management and Industrial Engineering, 2009 International Conference on

Conference_Location

Xi´an

Print_ISBN

978-0-7695-3876-1

Type

conf

DOI

10.1109/ICIII.2009.236

Filename

5369855