CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Connect with your social network account

Civil Engineering Association eBooks Journals, Papers and Presentations Interaction-Based Design Formulas for Transfer Beams: Box Foundation Analogy

Interaction-Based Design Formulas for Transfer Beams: Box Foundation Analogy
 GROUT

Not-Activated

Afghanistan
User ID: 212
Joined: Jan 2009
Posts: 4
Threads: 4
Likes: 24 in 3 posts
Given Likes: 148
Points: 444 EP

#1
08-08-2012, 12:18 AM (This post was last modified: 08-08-2012, 12:43 AM by usman.)
Interaction-Based Design Formulas for Transfer Beams:
Box Foundation Analogy.

PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION © ASCE / MAY 2005

A very important article - always on the turn or where significant changes stiffness of tall buildings have a transient structure, whose "beam" is very important element. The following on the analogy of "Box Foundation analogy" interaction-based design formulas for determining the bending moment and axial force of the transfer beams that support the in-plane loaded shear walls.

link:

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************




[-] The following 4 users Like GROUT's post:4 users Like GROUT's post
  • kowheng, malc, gulilero, ykhackhack
 usman

Professional Member

Protectors
United Nations
User ID: 59
Joined: Dec 2008
Posts: 718
Threads: 141
Likes: 6,562 in 671 posts
Given Likes: 4967
Points: 36,496 EP

#2
08-08-2012, 12:47 AM


***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

stone age was not finished due to lack of stones. . . . . .tEChNOlOGY Changed



[-] The following 9 users Like usman's post:9 users Like usman's post
  • kowheng, malc, Jackass, gulilero, shadabg, ykhackhack, Dell_Brett, zrilek, atram
 shadabg

Professional Member

Subscriber
India
User ID: 27905
Joined: Aug 2010
Posts: 1,750
Threads: 166
Likes: 8,551 in 1,623 posts
Given Likes: 3739
Points: 66,329 EP

#3
08-08-2012, 09:19 AM


***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

Regards,
Shadab

"Dream till you Live, Chase till you Die"



[-] The following 4 users Like shadabg's post:4 users Like shadabg's post
  • blaze, chrono146, ykhackhack, NBZ1400
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  Performance based earthquake design using the CPT PinkPant 0 3,566 05-14-2015, 09:17 AM
Last Post: PinkPant
  Performance –Based Design emmi 2 5,089 03-24-2015, 11:10 AM
Last Post: ssobhan
  3D Periodic Foundation-based Structural Vibration Isolation TAFATNEB 0 2,409 08-11-2014, 02:51 PM
Last Post: TAFATNEB
  Performance Based Earthquake Engineer ing: Application to an Actual Bridge-Foundation TAFATNEB 0 2,233 05-03-2014, 10:06 AM
Last Post: TAFATNEB
  Design and Analysis of Heavily Loaded Reinforced Concrete Link Beams for Burj Dubai malc 2 4,829 01-13-2014, 11:31 AM
Last Post: bigone

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode