SEISMIC BEHAVIOUR FACTOR FOR UNREINFORCED CONCRETE BLOCK MASONRY WALLS
سال انتشار: 1398
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 371
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شناسه ملی سند علمی:
SEE08_128
تاریخ نمایه سازی: 27 خرداد 1399
چکیده مقاله:
This paper reports on experimental and numerical investigations of the seismic behaviour of unreinforced concrete block masonry (URCBM) structural walls. The behaviour factor (R) components are extracted from nonlinear static pushover analyses of full-scale masonry walls having different aspect ratios and boundary conditions. It is found that R-value of masonry shear wall increase with an increase in the aspect ratio of the wall. Also, based on the findings, R-values of 2.0 and 3.0 are proposed for restrained and cantilever URCBM shear wall construction, respectively
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نویسندگان
Mohammad Khalil Khajeheian
M.Sc., Department of Civil Engineering, Shiraz University, Shiraz, Iran
Mahmoud Reza Maheri
Professor, Department of Civil Engineering, Shiraz University, Shiraz, Iran