Non-linear static analysis (Push-over) and inelastic analysis of 3-story, 6-story, 9-story and 17-story RC buildings of ductile frames designed in Mexico City for different permissible lateral deformation levels


Abstract eng:


Contributors:
Conference Title:
Conference Title:
15th World Conference on Earthquake Engineering
Conference Venue:
Lisbon (PT)
Conference Dates:
2012-09-24 / 2012-09-28
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



Record appears in:



 Record created 2014-12-03, last modified 2014-12-03


Original version of the author's contribution as presented on CD, paper No. 0532.:
Download fulltext
PDF

Rate this document:

Rate this document:
1
2
3
 
(Not yet reviewed)