CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Civil Engineering Association eBooks Journals, Papers and Presentations Responses of isolated building with MR Dampers and Fuzzy Logic

Responses of isolated building with MR Dampers and Fuzzy Logic
 TAFATNEB

Professional Member

Registered
Algeria
User ID: 29701
Joined: Sep 2010
Posts: 1,197
Threads: 830
Likes: 9,403 in 1,160 posts
Given Likes: 2850
Points:118,565 EP
#1
12-28-2014, 08:57 AM (This post was last modified: 12-28-2014, 02:14 PM by oanm2000.)
Responses of isolated building with MR Dampers and Fuzzy Logic

Author: F. Khoshnoudian , A. Molavi-Tabriz | Size: 0.5 MB | Format: PDF | Quality: Unspecified | Publisher: International Journal of Civil Engineering, Vol. 10, No. 3, September 2012 | Year: 2010 | pages: 10


[Image: info.png]

The application of fuzzy algorithms in the response control of a base isolated building with MR dampers is investigated in this paper. Most of the previous researches in this field have been focused on fuzzy algorithms with linear membership function however in the current study; the membership functions are assumed to be Gaussian and their effectiveness is studied. For this purpose, an eight-story building with regularity in plan and height is considered. The adopted base isolation system includes linear bearings and control devices for improving the behavior of isolated structure under near field ground motions. MR dampers are used to reduce base displacements and have the capacity of 1000 kN with the maximum applied voltage of 10 V. In order to verify the control procedure and analyzing the structure, a simulation procedure is developed. This procedure performs linear analysis of the structure in presence or in absence of the base isolation system. Moreover, the simulation procedure is able to appropriately determine the MR damper voltage using fuzzy logic algorithms and then analyzing the whole system too. Finally, seven near-field earthquake records are chosen in order to study the structure responses under these records and the obtained results demonstrate the accuracy of proposed control procedure.


[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
***************************************


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



[-] The following 8 users Like TAFATNEB's post:8 users Like TAFATNEB's post
  • jcbv, vardan, blaze, oanm2000, zrilek, ykhackhack, PinkPant, sodapas
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  RESPONSE ANALYSIS STUDY OF A BASE-ISOLATED BUILDING BASED ON SEISMIC CODES WORLDWIDE TAFATNEB 0 3,463 08-10-2014, 01:15 PM
Last Post: TAFATNEB
  Behavior of high frequency modal responses in non linear seismic  analysis  TAFATNEB 0 3,146 04-17-2014, 09:57 AM
Last Post: TAFATNEB
  Performance of Non - Linear E lastomeric Base - Isolated building structure TAFATNEB 0 2,792 12-20-2013, 10:37 AM
Last Post: TAFATNEB
  Three-Dimensional Responses of a Tied-Back Excavation through Clay asim99 0 2,756 05-25-2013, 03:45 AM
Last Post: asim99
  Seismic Vulnerability Assessment of RC Buildings Using Hierarchical Fuzzy Rule melekeen 0 2,599 03-25-2012, 03:17 PM
Last Post: melekeen
  The Papers for the short Course on Earthquake Ground Motions and Responses of Reinfor melkat 3 6,738 10-26-2010, 12:55 AM
Last Post: melkat

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode