Retrofit using increased section area method of artificially perforated shear wall in existing wall dominant structure

Citations

SCOPUS

0

초록

The characteristics relating to high tensile ductility, High Performance Fiber Reinforced Cementitious Composites (HPFRCC) are being so that studied it'll be adopted in repair and retrofit of buildings. A series of three shear wall specimens were tested under constant axial stress and reversed cyclical lateral loading in order to evaluate the seismic retrofit that had been proposed for the shear wall with the opening. The retrofit involved the use of ECC and MDF, both of which are sprayed through the high pressure pump, over the entire face of the wall. The results indicate that two different types of retrofitting strategies cause the different effects on the strength and ductility of each specimen.

키워드

ECC(engineered cementitious composites)MDF(micro defect free)RemodelingShear wall with openingShot concreteFiber reinforced materialsRepairShear wallsStress analysisStructural analysisEngineered cementitious composites (ECC)Micro defect free (MDF)RemodelingShear wall with openingShot concretesRetrofitting
제목
Retrofit using increased section area method of artificially perforated shear wall in existing wall dominant structure
저자
Choi, Chang SikChoi, Y.C.Yun, H.D.
DOI
10.4028/www.scientific.net/KEM.324-325.639
발행일
2006-11
유형
Conference Paper
저널명
Key Engineering Materials
324-325 I
페이지
639 ~ 642