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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(10): 115-117

Zhang Tiejun, Yan Yuelan. STUDY ON LOCALIZATION OF MANUFACTURE OF UNDERRELAXATION PRESTRESSED STEEL SHANDS FOR CONTAINMENT OF Ling'ao NUCLEAR POWER PLANT (PHASE-Ⅱ) AND ITS USE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 61-66. doi: 10.13204/j.gyjz200904015

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

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

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References(3)

References

GB 50011-2001 建筑抗震设计规范

[2] GB 50010-2002 混凝土结构设计规范

[3] GB 50367-2006 混凝土结构加固设计规范

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