اخبار و اعلانات

 آمار

تعداد نشریات24
تعداد شماره‌ها862
تعداد مقالات7,672
تعداد مشاهده مقاله13,660,647
تعداد دریافت فایل اصل مقاله11,735,735
BAŞARAN, H., DEMIR, A., BAĞCI, M., ERCAN, E.. (1394). EFFECTS OF FIBER REINFORCED PLASTER ON THE EARTHQUAKE BEHAVIOR OF MASONRY BUILDINGS. , 39(C2), 283-297. doi: 10.22099/ijstc.2015.3135
H. BAŞARAN; A. DEMIR; M. BAĞCI; E. ERCAN. "EFFECTS OF FIBER REINFORCED PLASTER ON THE EARTHQUAKE BEHAVIOR OF MASONRY BUILDINGS". , 39, C2, 1394, 283-297. doi: 10.22099/ijstc.2015.3135
BAŞARAN, H., DEMIR, A., BAĞCI, M., ERCAN, E.. (1394). 'EFFECTS OF FIBER REINFORCED PLASTER ON THE EARTHQUAKE BEHAVIOR OF MASONRY BUILDINGS', , 39(C2), pp. 283-297. doi: 10.22099/ijstc.2015.3135
BAŞARAN, H., DEMIR, A., BAĞCI, M., ERCAN, E.. EFFECTS OF FIBER REINFORCED PLASTER ON THE EARTHQUAKE BEHAVIOR OF MASONRY BUILDINGS. , 1394; 39(C2): 283-297. doi: 10.22099/ijstc.2015.3135

EFFECTS OF FIBER REINFORCED PLASTER ON THE EARTHQUAKE BEHAVIOR OF MASONRY BUILDINGS

Iranian Journal of Science and Technology Transactions of Civil Engineering
مقاله 5، دوره 39، C2، آبان 2015، صفحه 283-297    اصل مقاله (1.07 M)
نوع مقاله: Research Paper
شناسه دیجیتال (DOI): 10.22099/ijstc.2015.3135
نویسندگان
H. BAŞARAN1؛ A. DEMIR1؛ M. BAĞCI* 1؛ E. ERCAN2
1Dept. of Civil Engineering, Faculty of Engineering, Celal Bayar University, Manisa
2Dept. of Civil Engineering, Faculty of Engineering, Ege University, İzmir
چکیده
In this paper the traditional covering plaster of masonry buildings is supplied with Polypropylene and steel fiber to enhance their seismic behavior. The plaster mix proportion is determined by some initial mortar tests. Also, one story, single span masonry building specimen plastered with different mortars is tested on a shaking table 8 times under a seismic input and the performance of the specimens with the above types of mortar is evaluated. The specimen plastered with a traditional plaster was regarded as control and its earthquake behavior was compared to that reinforced by fiber plaster. Steel fiber or polypropylene addition significantly increased stiffness, displacement ability and energy consumption ability of specimens as compared to control. The suggested reinforcement method was proven to strengthen masonry buildings in a fast, reliable and economical way. Moreover, it can easily be adapted to any masonry building without causing any negative impact. The suggested method is fire and corrosion resistant.
کلیدواژه‌ها
Shake table؛ masonry building؛ fiber reinforced plaster
آمار
تعداد مشاهده مقاله: 1,814
تعداد دریافت فایل اصل مقاله: 2,240


سامانه مدیریت نشریات علمی. قدرت گرفته از سیناوب