Conference
In-plane shear reinforcement of masonry panels with high strength stell cords
| العنوان: | In-plane shear reinforcement of masonry panels with high strength stell cords |
|---|---|
| المؤلفون: | BORRI, Antonio, CASTORI, GIULIO, CORRADI, Marco |
| المساهمون: | Forde M.C., Borri, Antonio, Castori, Giulio, Corradi, Marco |
| بيانات النشر: | ENGINEERING TECHNICS PRESS Edinburgh |
| سنة النشر: | 2008 |
| المجموعة: | IRIS Università degli Studi di Perugia |
| مصطلحات موضوعية: | Masonry panel, Strengthening, Steel Cords |
| الوصف: | In the area of the reinforcing techniques most widely used at present, the use of new materials may contribute significantly to the solution of different structural problems. The aim of this paper is to analyze the results of a new series of tests, designed to find the experimental values for the shear strength and stiffness of masonry panels reinforced with high-strength steel cords embedded in a cementitious matrix (SRG: Steel Reinforced Grout). More than 30 solid brick panels were constructed in the laboratory and then were strengthened with various types of steel cords according to differing schemes. Diagonal compression tests were carried out on the panels in order to measure shear strength, stiffness and ductility. The purpose of the tests was to analyze the effectiveness of the intervention, above all as a technique of seismic upgrading against in – plane mechanisms of collapse. The results of the experiments carried out show a significant increase in strength and shear stiffness, with interesting implications for the practical utilization of the technique studied |
| نوع الوثيقة: | conference object |
| وصف الملف: | STAMPA |
| اللغة: | English |
| Relation: | ispartofbook:Proceedings of the 12th International Congress and Exhibition STRUCTURAL FAULTS + REPAIR; 12th International Congress and Exhibition STRUCTURAL FAULTS + REPAIR; http://hdl.handle.net/11391/135393 |
| الاتاحة: | http://hdl.handle.net/11391/135393 |
| رقم الانضمام: | edsbas.592FC439 |
| قاعدة البيانات: | BASE |
| الوصف غير متاح. |