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suraj General Sponsor
Joined: 17 Apr 2008 Posts: 5744 Location: NCR Faridabad, E mail suraj_engineer@yahoo.co.uk
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Posted: Tue Nov 27, 2012 4:42 pm Post subject: Seismic considerations |
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Seismic considerations
I just post link below for postings that were made two years back on this forum for refreshing & also, for current information
http://www.sefindia.org/forum/viewtopic.php?t=6715&postdays=0&postorder=asc&start=0 _________________ Thanks & Warm Regards
IntPE(India)Suraj Singh FIE Civil
Engineering & Arbitration
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suraj General Sponsor
Joined: 17 Apr 2008 Posts: 5744 Location: NCR Faridabad, E mail suraj_engineer@yahoo.co.uk
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Posted: Tue Nov 27, 2012 4:55 pm Post subject: Project Management |
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Project Management
I just post link below for postingsthat were made long back on this forum for refreshing & also, for currentinformation
http://www.sefindia.org/forum/search.htm?cx=011309042287105965323%3A-rusg9dz88q&cof=FORID%3A11&ie=UTF-8&q=project+management+suraj&sa=Search&siteurl=www.sefindia.org%2Fforum%2Fviewtopic.php%3Fp%3D53116%2353116&ref=&ss=5288j1368020j
<if> <w> <w>Normal</w> <w>0</w> <w> <w> <w> <w> <w>false</w> <w>false</w> <w>false</w> <w> <w>EN-US</w> <w>X-NONE</w> <w>X-NONE</w> <w> <w> <w> <w> <w> <w> <w> <w> <w> <w> <w> <w> </w> <w>MicrosoftInternetExplorer4</w> <m> <m> <m> <m> <m> <m> <m> <m> <m> <m> <m> <m> </m></w><endif> _________________ Thanks & Warm Regards
IntPE(India)Suraj Singh FIE Civil
Engineering & Arbitration
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thirumalaichettiar Silver Sponsor
Joined: 26 Jan 2003 Posts: 3554
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Posted: Tue Nov 27, 2012 6:45 pm Post subject: |
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Dear Er.Suraj,
Both your postings are not clear and repost them.
T.RangaRajan. |
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Dr. N. Subramanian General Sponsor
Joined: 21 Feb 2008 Posts: 5538 Location: Gaithersburg, MD, U.S.A.
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Posted: Tue Nov 27, 2012 7:29 pm Post subject: Re: Study RC Shear Wall System in a 56-Story RC Tall Buildin |
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Dear All,
I also think that the steel consumption of tall buildings can not be compared with chimneys!
The app. consumption of steel bars in multi-storied buildings is of the order of 40-70 kg/m2(it is only for buildings up to 10-15 storey). In regular GF+3 storey buildings it is about 20-25 kg/m2).
I like the following comment by Er Suraji!
Every study cannot be assumed to be accurate, even if presented during international conference
Best wishes,
NS
[quote="gautam chattopadhyay"]can stacks be compared with multy storeyed buildings? geometry and internal floor arrangements are different in stacks. Multiple Flue duct stacks have window openings at various levels and need to be considered specially while analysing the shell of stack, manually or by software. Of course same MDOF system of computing natural frequency is applied to stacks also. |
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bijay sarkar ...
Joined: 14 Dec 2009 Posts: 314
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Posted: Thu Nov 29, 2012 5:59 pm Post subject: |
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Please refer the information in the following link where it is expressed that concrete in Burz khalifa is 3,30,000 Cum and Reinforcing Steel Bar is 55,000 MT under the head CONSTRUCTION. This quantity appears to be more feasible.
http://en.wikipedia.org/wiki/Burj_Khalifa
Last edited by bijay sarkar on Thu Nov 29, 2012 6:17 pm; edited 1 time in total |
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bijay sarkar ...
Joined: 14 Dec 2009 Posts: 314
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Posted: Thu Nov 29, 2012 6:16 pm Post subject: |
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In the below link i found concrete = 3,33,000CUM and Steel Rebar = 39,000MT at page no. 2 of the document.
I again searched the document in net to give the link. The document is found to be informative one :
http://www.pdhengineer.com/courses/s/S-2002.pdf |
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