Return to index: [Subject] [Thread] [Date] [Author]

Books in Australia

[Subject Prev][Subject Next][Thread Prev][Thread Next]
	Anybody out there who have suggestions on which engineering books to
buy in Australia?
	A friend of mine would be going to Sydney and I think it's an
oppurtunity for me to acquire some books.
	Could someone out there be so kind to give me some list or
suggestions for the books plus the authors of course.?
	Are engineering books cheap there? Are engineering books good in
that continent?
	I'm interested in Seismic Engineering, Dynamic Analysis, Steel,
Prestressed and Concrete Design.
	What are your suggestions?

	A. Yango
> ----------
> From: 	Mark Gilligan[SMTP:MarkKGilligan(--nospam--at)]
> Reply To: 	seaint(--nospam--at)
> Sent: 	Tuesday, June 22, 1999 3:19 PM
> To: 	INTERNET:seaint(--nospam--at)
> Subject: 	Re: Seismic - Isolating CMU infill wall
> Alfonso
> In response to your questions.
> <       1.      If you provide a gap which is a little bit more than the 
> anticipated deflection of the frame do you think the frame will still lean
> on 
> the wall?>
> The actual seismic deflections will be much larger than calculated using
> the forces specified in the code.  As a result it may be difficult to
> acomplish what you intend. 
> <       2.      Assuming that the frame will lean on the wall but the wall
> was not designed to resist the shear or lateral load, what will happen to
> the 
> wall?>
> The problem is not with the wall but with the damage that the wall will
> cause to the frame.  In almost every eathquake where there are masonry
> infill walls in between concrete frames it is the frame that is damaged.  
> <       3.      If the wall will fail, will the frame be able to resist
> the
> lateral load that has designed for in the first place?>
> Even if the wall fails it can induce torsional behavior in your structure
> which would significantly increase the demand on some members thus
> increasing the likelyhood that they will be damaged.  This happens because
> the infill walls are stiffer on one side of the building.
> Mark Gilligan