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|Title:||Validation of the 2000 NEHRP provisions' equivalent lateral force and modal analysis procedures for buildings with damping systems||Authors:||Ramirez, Oscar M.
Constantinou, Michael C.
Whittaker, Andrew S.
Kircher, Charles Alan
Johnson, Martin W.
|Keywords:||Earthquakes;Seismology;Structural design||Issue Date:||2003||Publisher:||Earthquake Engineering Research Institute||Source:||Earthquake spectra, 2003, Volume 19, Issue 4, Pages 981-999||Abstract:||Equivalent lateral force and modal analysis procedures for yielding buildings with damping systems were developed, validated, and incorporated in the 2000 NEHRP Provisions. Key to the implementation of the procedures was the validation process that demonstrated the accuracy of the proposed procedures. The procedures for implementing yielding, viscoelastic, linear viscous, and nonlinear viscous dampers were tested using the results of nonlinear response-history analysis on sample three- and six-story frames and were found to be robust.||URI:||http://ktisis.cut.ac.cy/handle/10488/7666||ISSN:||87552930||DOI:||10.1193/1.1622392||Rights:||© 2013 Earthquake Engineering Research Institute||Type:||Article|
|Appears in Collections:||Άρθρα/Articles|
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