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

Civil Engineering Association eBooks Journals, Papers and Presentations PUSHOVER ANALYSIS : Why , How, When, and When Not to Use It

PUSHOVER ANALYSIS : Why , How, When, and When Not to Use It
 subin91

Semi Senior Member

Registered
White-private
User ID: 2232
Joined: Jun 2009
Posts: 106
Threads: 35
Likes: 2,167 in 108 posts
Given Likes: 4406
Points: 6,054 EP

#1
09-06-2010, 09:28 AM
PUSHOVER ANALYSIS : Why , How, When, and When Not to Use It

The static pushover analysis is becomea popular method of predicting seismic force and deformation demands for the purpose of performance evaluation of existing and new structures. If applied thoughtfully and with good judgment, it will provide much useful information that cannot be obtained from elastic static or dynamic analysis procedures. However, the method is based on many assumntions that may provide misleading results in some case. thus, the pushover need to be viewed as an engineering tool with much potential, but with pitfalls that have to be recognized in order to avoid gross misinterpretations. This paper points out some of these pitfals, but its main focus is a general discussion on the pushover's advantages (why to use it ), background and implementation (how to use it), and applications(when to use it).


By : Helmut Krawinkler (Stanford University)
Page : 21 Pages
Type : pdf file

Link
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
***************************************




[-] The following 50 users Like subin91's post:50 users Like subin91's post
  • rendel_©, cve_jule, kaungthant, isurya, hapsea, barukai, HellboyRBJ, yantonegr, DamirDz, vardan, engr1900, adshrt, ivanveliki, usman, di_si, jaks, cace-01, draluka, jferrer, aslam, Dell_Brett, yanburak, vsa2010, hector, gelbert, fnoto, ali akbar, nz2k9, erimajus, Ultra Zone, ssi3k, donaldk, hans01, pssst, arceon, jgarciafic, emmi, jaimeb316, RICARDI, eshetu, malc, masafi_15, andi jackson, youceftli, atram, versiondemo, mgdario, paitaconst, lednar_ved, rezart
 JUANCM

Member

Registered
White-private
User ID: 4958
Joined: Aug 2009
Posts: 46
Threads: 6
Likes: 343 in 44 posts
Given Likes: 23
Points: 1,678 EP

#2
10-03-2010, 09:10 AM
Mirror Link:

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
***************************************



[-] The following 7 users Like JUANCM's post:7 users Like JUANCM's post
  • ruaumoko, ssi3k, pssst, yucapareja, sodapas, simanta, youceftli
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  Pushover Analysis of I-5 RAVENNA Bridge TAFATNEB 0 2,510 08-14-2014, 09:26 AM
Last Post: TAFATNEB
  Estimation of hysteretic energy demand using concepts of modal pushover analysis TAFATNEB 0 2,123 08-10-2014, 03:52 PM
Last Post: TAFATNEB
  Pushover analysis of multi-st orey cantilever wall systems TAFATNEB 0 1,932 08-10-2014, 03:48 PM
Last Post: TAFATNEB
  Comparison of Static and Dynamic Pushover Analysis in Assessment of the Target Displa TAFATNEB 0 2,116 08-10-2014, 03:42 PM
Last Post: TAFATNEB
  Modal Pushover Analysis of SAC Buildings TAFATNEB 0 2,146 04-26-2014, 07:15 PM
Last Post: TAFATNEB

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode