On the Performance of a Structural Analysis Cost Reduction Technique When Applied To Residential Buildings


Abstract eng:
Time integration is a versatile tool in structural dynamic analysis, suffering from considerable computational cost and inexactness in responses. For the special case of analysis against digitized excitations, recently a technique is proposed for integration with steps larger than the steps of excitation, and is successfully implemented in several practical analyses. In view of the social and financial importance of residential buildings, with five to twenty floors, in this paper, the performance of the recent technique regarding the structural systems of these buildings is examined and specifically it is demonstrated that even with no a priori knowledge about the structure and response, and independent of the analysis method, we can halve the computational cost in the price of trivial loss of accuracy.

Contributors:
Publisher:
National Technical University of Athens, 2013
Conference Title:
Conference Title:
COMPDYN 2013 - 4th International Thematic Conference
Conference Venue:
Island of Kos (GR)
Conference Dates:
2013-06-12 / 2013-06-14
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



Record appears in:



 Record created 2016-11-15, last modified 2016-11-15


Original version of the author's contribution as presented on CD, section: CD-MS 29 ACCURACY AND COMPUTATIONAL EFFICIENCY IN DYNAMIC/SEISMIC STRUCTURAL ANALYSIS .:
Download fulltext
PDF

Rate this document:

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