Response of partially grouted wider reinforced masonry walls to inplane cyclic shear
Dhanasekar, Manicka, Haider, Waheed, & Thangarajah, Janaraj (2011) Response of partially grouted wider reinforced masonry walls to inplane cyclic shear. In The 7th International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures, 13-15 June 2011, Park Inn Krakow Hotel, Krakow, Poland.
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Partially grouted wider reinforced masonry wall, built predominantly using face shell bedded hollow concrete blocks, is an economical structural system and is popularly used in the cyclonic areas; its out-of-plane response to lateral loading is well understood, unfortunately its inplane shear behaviour is less well understood as to the effect of partial gouting in intervening the load paths within the wall. For rational analysis of the wall clarification is sought as to whether the wall acts as a composite of unreinforced panels and reinforced cores or as a continuum of masonry embedded with reinforced at wider spacing. This paper reports the results of four full scale walls tested under inplane cyclic shear loading to provide some insight into the effect of the grout cores in altering the load paths within the wall. The global lateral load - lateral deflection hysteric curves as well as local responses of some critical zones of the shear walls are presented.
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|Item Type:||Conference Paper|
|Keywords:||Concrete Blocks, Cyclic Shear, Failure Modes, Grout, Masonry Shear Walls|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)|
|Divisions:||Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering|
|Copyright Owner:||Copyright 2011 [please consult the authors]|
|Deposited On:||12 Jan 2012 08:44|
|Last Modified:||12 Jan 2012 08:44|
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