Inclusion of Geometric Nonlinearity in Calculating Seismic Building Frames


Abstract eng:
In calculating the seismic response of a building, the Spanish Instructions NCSE02 and CTE, paragraph 3.7.7(also EUROCODE 8 paragraph 1.2 part 1-1), establish that if for all storeys the interstory drift sensitivity coefficient, ξ, satisfies: ξ=

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-RS 05 DESIGN METHODS UNDER DYNAMIC AND SEISMIC ACTIONS .:
Download fulltext
PDF

Rate this document:

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