CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Civil Engineering Association eBooks Journals, Papers and Presentations Development and evaluation of improved details for ductile welded unreinforced flange

Development and evaluation of improved details for ductile welded unreinforced flange
 arshiakh

Not-Activated

Iran
User ID: 37777
Joined: Dec 2011
Posts: 678
Threads: 100
Likes: 3,224 in 617 posts
Given Likes: 214
Points:27,526 EP
#1
08-13-2013, 09:54 AM
Development and evaluation of improved details for ductile welded unreinforced flange connections

Author: Ricles, James M | Size: 19.7 MB | Format: PDF | Quality: Unspecified | Publisher: NISEE e-Library | Year: 2000 | pages: 439 | ISBN: ----

[Image: 68700285187126802655.jpg]


[Image: info.png]

Reports on results of a combined analytical and experimental investigation to improve the cyclic inelastic performance of welded steel, unreinforced flange moment connections for use in earthquake resistant construction. Issues such as the geometry and size of the weld access holes, the amount of inelastic panel zone deformation, the use of supplemental web fillet welds, the influence of continuity plates, and the effects of a concrete slabs are all studied as part of the investigation.

[Image: download.png]
Code:
***************************************
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
***************************************


[Image: password.png]
Code:
***************************************
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
***************************************



This post has been made by CivilEA Post-Generator v2.2.0



[-] The following 9 users Like arshiakh's post:9 users Like arshiakh's post
  • malc, oanm2000, jcbv, ssobhan, fred2010, Dell_Brett, kowheng, slowet, RyanRS
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  A Pseudo-Dynamic Method to Analyze Retaining Wall with Reinforced and Unreinforced Ba TAFATNEB 0 2,829 04-27-2014, 08:29 AM
Last Post: TAFATNEB
  IDENTIFYING CONFIGURATION AND CONNECTION DETAILS OF UNREINFORCED MASONRY STRUCTURES I TAFATNEB 0 2,689 11-02-2013, 11:16 AM
Last Post: TAFATNEB
  Optimum design of steel frames using a multiple-deme GA with improved reproduction op arshiakh 0 2,593 04-26-2013, 07:57 PM
Last Post: arshiakh
  SIMULATION-BASED FRAGILITY RELATIONSHIPS FOR UNREINFORCED MASONRY BUILDINGS JUANCM 0 4,050 10-04-2010, 06:52 PM
Last Post: JUANCM

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode