Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/sage/determination-of-equivalent-damping-relationships-for-direct-bWU0l0LXEm
References (31)
-
T. Paulay, M. Priestly (1992)
Seismic Design of Reinforced Concrete and Masonry Buildings -
A. Ghobarah (2001)
Performance-based design in earthquake engineering: state of developmentEngineering Structures, 23
-
Yu-yuan Lin, M. Tsai, J. Hwang, Kuo-Chun Chang (2003)
Direct displacement-based design for building with passive energy dissipation systemsEngineering Structures, 25
-
A. Whittaker, M. Constantinou, P. Tsopelas (1998)
Displacement estimates for performance-based seismic designScopus
-
Wing-Pin Kwan, S. Billington (2003)
Influence of Hysteretic Behavior on Equivalent Period and Damping of Structural SystemsJournal of Structural Engineering-asce, 129
-
M. Medhekar, D. Kennedy (2000)
Displacement-based seismic design of buildings—theoryEngineering Structures, 22
-
B. Borzi, G. Calvi, A. Elnashai, E. Faccioli, J. Bommer (2001)
Inelastic spectra for displacement based seismic designSoil Dynamics and Earthquake Engineering, 21
-
K. Li (1998)
Reviewing the Multi-Spring Model and Fiber Model, 2
-
C. Uang, V. Bertero (1990)
Evaluation of seismic energy in structuresEarthquake Engineering & Structural Dynamics, 19
-
P. Fajfar (2000)
A Nonlinear Analysis Method for Performance-Based Seismic DesignEarthquake Spectra, 16
-
(2002)
Manual for seismic design of buildings (Second version)”, Engineering and Structural Dynamics, Architecture and Building Press -
P. Gülkan, M. Sozen (1974)
Inelastic Responses of Reinforced ConcreteStructure to Earthquake Motions, 71
-
W. Iwan (1980)
Estimating inelastic response spectra from elastic spectraEarthquake Engineering & Structural Dynamics, 8
-
A. Chandler, N. Lam (2001)
Performance-based design in earthquake engineering: a multi-disciplinary reviewEngineering Structures, 23
-
P. Jennings (1968)
Equivalent Viscous Damping for Yielding StructuresJournal of Engineering Mechanics-asce, 94
-
(2001)
Performance-based design in earthquake engineering: a multi-displinary review -
H. Krawinkler, G. Seneviratna (1998)
PROS AND CONS OF A PUSHOVER ANALYSIS OF SEISMIC PERFORMANCE EVALUATIONEngineering Structures, 20
-
W. Iwan, Nathan Gates (1979)
The effective period and damping of a class of hysteretic structuresEarthquake Engineering & Structural Dynamics, 7
-
G. Calvi, G. Kingsley (1995)
Displacement-based seismic design of multi-degree-of-freedom bridge structuresEarthquake Engineering & Structural Dynamics, 24
-
K. Peter, M. Badoux (1999)
APPLICATION OF THE CAPACITY SPECTRUM METHOD TO R . C . BUILDINGS WITH BEARING WALLS -
M. Priestley (2000)
Performance based seismic designBulletin of the New Zealand National Society for Earthquake Engineering, 33
-
(2001)
Inelastic spectra for -
B. Borzi, A. Elnashai (2000)
Assessment of inelastic response of buildings using force- and displacement-based approachesStructural Design of Tall Buildings, 9
-
(1968)
Steady forced vibration as influenced by damping transactions -
H. Judi, B. Davidson, R. Fenwick (1999)
THE DIRECT DISPLACEMENT BASED DESIGN METHOD : A DAMPING PERSPECTIVE -
J. Bonacci (1994)
Design Forces for Drift and Damage Control: A Second Look at the Substitute Structure ApproachEarthquake Spectra, 10
-
A. Shibata, M. Sozen (1976)
SUBSTITUTE-STRUCTURE METHOD FOR SEISMIC DESIGN IN R/CJournal of the Structural Division, 102
-
G. Calvi, G. Kingsley (1995)
Displacement based design of multi-degree-of-freedom bridge structures,, 24
-
E. Miranda (2001)
Estimation of Inelastic Deformation Demands of SDOF SystemsJournal of Structural Engineering-asce, 127
-
A. Chopra, R. Goel (1999)
Capacity-Demand-Diagram Methods Based on Inelastic Design SpectrumEarthquake Spectra, 15
-
M. Kowalsky (2002)
A displacement‐based approach for the seismic design of continuous concrete bridgesEarthquake Engineering & Structural Dynamics, 31
- Publisher
- SAGE
- Copyright
- © 2006 SAGE Publications
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1260/136943306776986930
- Publisher site
- See Article on Publisher Site
Abstract
The relationships between equivalent damping and ductility for the direct displacement-based seismic design (DBSD) method are proposed in the paper. First the concept of the DBSD is addressed to highlight the importance of the proper determination of equivalent damping. In the DBSD, the equivalent stiffness is taken as the secant stiffness at maximum deformation, so the appropriate equivalent damping should be determined based on such a prescription. Then various equivalent damping relationships proposed by different methods are outlined and the appropriate equivalent damping relationships for the DBSD are proposed with the aid of extensive dynamic time-history analyses of single-degree-of-freedom (SDOF) systems with different moderate hardening behavior. The influence of the hardening behavior on the equivalent damping would be reflected in the proposed relationships. Finally twenty-one SDOF systems are designed according to the DBSD procedure and analyzed to indicate that the proposed equivalent damping relationships are suitable for the DBSD.
Journal
Advances in Structural Engineering – SAGE
Published: Apr 1, 2006