Sequentially linear analysis as a pushover analysis tool for masonry structures


Abstract eng:
Recent publications in the field of sequentially linear analysis give confidence in the potential of sequentially linear analysis as an alternative to incrementally iterative approaches for pushover analysis of masonry structures. After a concise overview of the recent results, ideas for further research directions are given in the conclusion.

Contributors:
Publisher:
National Technical University of Athens, 2009
Conference Title:
Conference Title:
COMPDYN 2009 - 2nd International Thematic Conference
Conference Venue:
Island of Rhodes (GR)
Conference Dates:
2009-06-22 / 2009-06-24
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2016-11-14, last modified 2016-11-14


Original version of the author's contribution as presented on CD, section: Computational assessment of seismic performance of masonry structures - i (MS).:
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