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