MECHANICAL BEHAVIOUR OF SLENDER RC WALL UNDER SEISMIC LOADING STRENGTHENED WITH EXTER - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: eBooks (https://forum.civilea.com/forum-63.html) +--- Forum: Journals, Papers and Presentations (https://forum.civilea.com/forum-74.html) +---- Forum: Scientific journals and Research papers (https://forum.civilea.com/forum-166.html) +---- Thread: MECHANICAL BEHAVIOUR OF SLENDER RC WALL UNDER SEISMIC LOADING STRENGTHENED WITH EXTER (/thread-44493.html) |
MECHANICAL BEHAVIOUR OF SLENDER RC WALL UNDER SEISMIC LOADING STRENGTHENED WITH EXTER - TAFATNEB - 09-01-2013 MECHANICAL BEHAVIOUR OF SLENDER RC WALL UNDER SEISMIC LOADING STRENGTHENED WITH EXTERNAL BONDED CFRP Author: S. Qazi Ph-D student Université Lyon 1-INSA LYON ;L. Michel Associate Professor Université Lyon 1-INSA LYON;E. Ferrier Professor Université Lyon 1-INSA LYON 1 | Size: 0.8 MB | Format: PDF | Quality: Unspecified
Recent earthquake surveys have highlighted significance of RC walls as an integral part of structures. It was observed that RC wall structures sustained less damage in comparison to structures that did not possessed RC wall. Researchers on the basis of their post earthquake surveys concluded that RC wall buildings sustained damage because of flaws in design and construction work. In this article experimental result of six RC shear walls is discussed. They were designed under-reinforced to fail in flexure. Four out of these six specimens were strengthened externally with CFRP strips bonded to wall panel and mesh anchors installed at wall foundation joint. Two specimens, one RC and one CFRP retrofitted, were subjected to static load test and four specimens, one RC and three CFRP retrofitted, were subjected to cyclic load tests. The test result analysis discussion includes cracking pattern, stiffness, ultimate load capacity, ductility, and energy dissipation. Code: *************************************** |