Maximum seismic displacements evaluation of steel frames from their post-earthquake residual deformation-Reference-Cited by-同舟云学术

Maximum seismic displacements evaluation of steel frames from their post-earthquake residual deformation

Published:2013-07-25 Issue:6 Volume:11 Page:2233-2248
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Christidis A. A.,Dimitroudi E. G.,Hatzigeorgiou G. D.,Beskos D. E.

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-013-9490-z.pdf

Reference49 articles.

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2. Baggio C, Bernardini A, Colozza R, Di Pasquale G, Dolce M, Goretti A, Martinelli A, Orsini G, Papa F, Zuccaro G, Pinto AV, Taucer F (2007) Field manual for post-earthquake damage and safety assessment and short term counter measures (AeDES), EUR 22868 EN. Joint Research Center, Ispra, Italy

3. Borzi B, Calvi GM, Elnashai AS, Faccioli E, Bommer J (2001) Inelastic spectra for displacement based seismic design. Soil Dyn Earthq Eng 21(1):47–61

4. Carr AJ (2008) RUAUMOKO—inelastic dynamic analysis program. Department of Civil Engineering, University of Canterbury, New Zealand, Christchurch, New Zealand

5. Chang YM, Lai SH, Peng SM, Chang KT, Tu YS (2008) Data processing of 3D laser scanning on structural deformation. Integrating generations, FIG working week, Stockholm, Sweden

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