کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
819160 | 906543 | 2011 | 14 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Enhancement in in-plane shear capacity of unreinforced masonry (URM) walls strengthened with fiber reinforced polymer composites
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی (عمومی)
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چکیده انگلیسی
Furthermore, the in-plane shear capacities of the same wall specimens are calculated using currently available code-based and research-based analytical models. Four such analytical models are used according to their applicability for different retrofitting schemes. The comparison of analytical result with experimental observations indicated that analytical models are very case specific and their applications are very restrictive. Thus further study is required to develop analytical models that will be generally applicable to a higher population of concrete masonry walls externally retrofitted with different combinations of composite materials and lamination schemes.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Composites Part B: Engineering - Volume 42, Issue 6, September 2011, Pages 1657-1670
Journal: Composites Part B: Engineering - Volume 42, Issue 6, September 2011, Pages 1657-1670
نویسندگان
Ayman Mosallam, Swagata Banerjee,