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Normally in practice, Stiffness of Brick Masonry Infill Walls are not taken into account while modeling Frame Structures. How good the Bare Frame Models of the buildings are ? Can we generalize that the buildings analyzed & designed as per the Bare Frame Model will be on the safer side always ???
(Current)
In your view, how safe are the high-rise constructions going-on these days in Kathmandu Valley considering earthquake scenario?
Which high strength deformed steel rebar is better for RC construction?
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