RETROFITTING OF BRICK MASNORY COLUMNS BY FEROCEMENTING
Publish place: 3rd National Conference on Retrofiting
Publish Year: 1387
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
INRC03_144
تاریخ نمایه سازی: 3 مرداد 1387
Abstract:
This project has been selected in the aftermath of devastation in the North Pakistan and Kashmir due to damaging Earthquake of October 8,2005. Retrofitting of masonry columns has been made by using ferrocement. Two sizes of columns have been used. 9 in x 9 in Retrofitted columns gave strength 1,5 times more then the strength of unretrofitted 9 inch x 9 inch columns. While 13,5 inch x 13,5 inch Retrofitted columns gave strength 1,35 times more than the strength of unretrofitted columns. Which shows that the strength was recovered by the damaged columns infect the columns became more strong due to retrofitting. Columns showed ductile behavior during failure.
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Authors
Engr. Khan Shahzada
Lecturer Department of Civil Engineering N-W.F.P University of Engineering & Technology Peshawar, Pakistan
Prof. Dr. Akhtar Naeem Khan
Chairman Department of Civil Engineering N-W.F.P University of Engineering & Technology Peshawar, Pakistan
Engr. Amjad Naseer
Assist. Prof. Department of Civil Engineering N-W.F.P University of Engineering & Technology Peshawar, Pakistan
Muneeb UI Haq
Undergraduate Student Deaprtment of Civil Engineering N-W.F.P University of Engineering & Technology Peshawar, Pakistan
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