STRUCTURE STRENGTHENING DESIGN OF A FRAME-SHEAR WALL BUILDING WITH TWELVE FLOORS

Wang Qin; Yang Lihua; Zhang Xin

doi:10.13204/j.gyjz20081028

Volume 38 Issue 10

Dec. 2014

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Wang Qin, Yang Lihua, Zhang Xin. STRUCTURE STRENGTHENING DESIGN OF A FRAME-SHEAR WALL BUILDING WITH TWELVE FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 115-117. doi: 10.13204/j.gyjz20081028

Citation:

Wang Qin, Yang Lihua, Zhang Xin. STRUCTURE STRENGTHENING DESIGN OF A FRAME-SHEAR WALL BUILDING WITH TWELVE FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 115-117. doi: 10.13204/j.gyjz20081028

Wang Qin, Yang Lihua, Zhang Xin. STRUCTURE STRENGTHENING DESIGN OF A FRAME-SHEAR WALL BUILDING WITH TWELVE FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 115-117. doi: 10.13204/j.gyjz20081028

Citation:

Wang Qin, Yang Lihua, Zhang Xin. STRUCTURE STRENGTHENING DESIGN OF A FRAME-SHEAR WALL BUILDING WITH TWELVE FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 115-117. doi: 10.13204/j.gyjz20081028

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STRUCTURE STRENGTHENING DESIGN OF A FRAME-SHEAR WALL BUILDING WITH TWELVE FLOORS

doi: 10.13204/j.gyjz20081028

1.
Engineering Research Institute of Appraisal and Strengthening,Shandong Jianzhu University Jinan 250014

Received Date: 2008-05-30
Publish Date: 2008-10-20

Abstract

Abstract

The project is about the modification engineering of a frame-shear wall building with twelve floors.Because of the construction,the strength of concrete is only C15(design strength is C30).Several treatments are applied to the structural strengthening,including adding shear walls to decrease axial compression ratio,strengthening of beams with CFRP and haunched beam ends.The results will supply some good references for strengthening design of similar peojects.
- shear wall,
- structural member strengthening with reinforced concrete,
- seismic strengthening,
- bonded rebars