SEISMIC EVALUATION OF EXISTING UNREINFORCED MASONRY BUILDINGS IN IRAN USING THE FIRST LEVEL SCREENING METHOD OF STANDARD FOR SEISMIC EVALUATION OF EXISTING REINFORSD CONCRETE BUILDINGS
سال انتشار: 1390
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 1,711
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شناسه ملی سند علمی:
SEE06_009
تاریخ نمایه سازی: 16 اردیبهشت 1390
چکیده مقاله:
In this research a semi-detailed seismic evaluation method for Iranian unreinforced masonry buildings with and without steel or concrete tie beams using the first level screening method of standard for seismic evaluation of existing reinforced concrete building s of japan is presented. In this study, equations of the first level screening method of the standard has been rewritten for seismic evaluation of existing unreinforced masonry buildings in Iran by applying changes based on the Iranian codes and seismic evaluation methods of unreinforced masonrybuildings. Finally, the method is applied on a case study building and discussed.
کلیدواژه ها:
نویسندگان
S.A Alavi
Grad. Stu. Dept. of Civil Eng., Azarbaijan Univ. of Tarbiat Moallem, Tabriz, Iran
A.M Fallahi
Assist. Prof., Dept. of Civil Eng., Azarbaijan Univ. of T. M., Tabriz, Iran
Y Kitada
Prof., Dept. of Arch., Ishikawa National Coll. of Techn., Tsubata, Japan
M Miyajima
Prof., Sch. of Environ. Design, Kanazawa University, Kanazawa, Japan