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pro vyhledávání: '"Divesh M Agarwal"'
Publikováno v:
Materials Today: Proceedings. 46:5112-5117
In this article, an attempt is made to evaluate the load carrying capacity of one brick thick vertical, surface reinforced masonry wall and compared with unreinforced wall. Locally available bricks of compressive strength of 4–8 MPa is used in stud