Equivalent Lateral Force and Modal Analysis Procedures of the 2000 NEHRP Provisions for Buildings with Damping Systems

Andrew S. Whittaker; Michael C. Constantinou; Oscar M. Ramirez; Martin W. Johnson; Christis Z. Chrysostomou

doi:10.1193/1.1622391

Equivalent Lateral Force and Modal Analysis Procedures of the 2000 NEHRP Provisions for Buildings with Damping Systems

Andrew S. Whittaker
, Michael C. Constantinou
, Oscar M. Ramirez
, Martin W. Johnson
, Christis Z. Chrysostomou

Department of Civil, Structural & Environmental Engineering

Technological University of Panama
American Bureau of Shipping
Higher Technical Institute Nicosia

Research output: Contribution to journal › Article › peer-review

78 Scopus citations

Abstract

Equivalent lateral force and modal analysis procedures for yielding buildings with damping systems were developed, validated, and incorporated in the 2000 NEHRP Provisions. The technical basis for each procedure is described in the paper together with the simplifications adopted for inclusion in the Provisions. Procedures for calculating the effective damping and effective period and higher mode damping ratios for buildings equipped with yielding, viscoelastic, linear viscous, and nonlinear viscous damping devices are presented.

Original language	English
Pages (from-to)	959-980
Number of pages	22
Journal	Earthquake Spectra
Volume	19
Issue number	4
DOIs	https://doi.org/10.1193/1.1622391
State	Published - Nov 2003

Access to Document

10.1193/1.1622391

Cite this

@article{213fa4001a124b98bb3fca451eeab0b1,

title = "Equivalent Lateral Force and Modal Analysis Procedures of the 2000 NEHRP Provisions for Buildings with Damping Systems",

abstract = "Equivalent lateral force and modal analysis procedures for yielding buildings with damping systems were developed, validated, and incorporated in the 2000 NEHRP Provisions. The technical basis for each procedure is described in the paper together with the simplifications adopted for inclusion in the Provisions. Procedures for calculating the effective damping and effective period and higher mode damping ratios for buildings equipped with yielding, viscoelastic, linear viscous, and nonlinear viscous damping devices are presented.",

author = "Whittaker, \{Andrew S.\} and Constantinou, \{Michael C.\} and Ramirez, \{Oscar M.\} and Johnson, \{Martin W.\} and Chrysostomou, \{Christis Z.\}",

year = "2003",

month = nov,

doi = "10.1193/1.1622391",

language = "English",

volume = "19",

pages = "959--980",

journal = "Earthquake Spectra",

issn = "8755-2930",

publisher = "John Wiley and Sons Inc",

number = "4",

}

TY - JOUR

T1 - Equivalent Lateral Force and Modal Analysis Procedures of the 2000 NEHRP Provisions for Buildings with Damping Systems

AU - Whittaker, Andrew S.

AU - Constantinou, Michael C.

AU - Ramirez, Oscar M.

AU - Johnson, Martin W.

AU - Chrysostomou, Christis Z.

PY - 2003/11

Y1 - 2003/11

N2 - Equivalent lateral force and modal analysis procedures for yielding buildings with damping systems were developed, validated, and incorporated in the 2000 NEHRP Provisions. The technical basis for each procedure is described in the paper together with the simplifications adopted for inclusion in the Provisions. Procedures for calculating the effective damping and effective period and higher mode damping ratios for buildings equipped with yielding, viscoelastic, linear viscous, and nonlinear viscous damping devices are presented.

AB - Equivalent lateral force and modal analysis procedures for yielding buildings with damping systems were developed, validated, and incorporated in the 2000 NEHRP Provisions. The technical basis for each procedure is described in the paper together with the simplifications adopted for inclusion in the Provisions. Procedures for calculating the effective damping and effective period and higher mode damping ratios for buildings equipped with yielding, viscoelastic, linear viscous, and nonlinear viscous damping devices are presented.

UR - https://www.scopus.com/pages/publications/84928095969

U2 - 10.1193/1.1622391

DO - 10.1193/1.1622391

M3 - Article

AN - SCOPUS:84928095969

SN - 8755-2930

VL - 19

SP - 959

EP - 980

JO - Earthquake Spectra

JF - Earthquake Spectra

IS - 4

ER -

Equivalent Lateral Force and Modal Analysis Procedures of the 2000 NEHRP Provisions for Buildings with Damping Systems

Abstract

Access to Document

Other files and links

Fingerprint

Cite this