Follow
Ricardo A. Medina, Ph.D., P.E.
Title
Cited by
Cited by
Year
Hysteretic models that incorporate strength and stiffness deterioration
LF Ibarra, RA Medina, H Krawinkler
Earthquake engineering & structural dynamics 34 (12), 1489-1511, 2005
20402005
Development of a testing protocol for woodframe structures
H Krawinkler, F Parisi, L Ibarra, A Ayoub, R Medina
CUREe, 2001
4932001
A practical method for proper modeling of structural damping in inelastic plane structural systems
F Zareian, RA Medina
Computers & structures 88 (1-2), 45-53, 2010
4152010
Seismic demands for nondeteriorating frame structures and their dependence on ground motions
RA Medina
Stanford University, 2003
3752003
Seismic drift and ductility demands and their dependence on ground motions
H Krawinkler, R Medina, B Alavi
Engineering structures 25 (5), 637-653, 2003
2332003
Influence of angle of incidence on seismic demands for inelastic single-storey structures subjected to bi-directional ground motions
AB Rigato, RA Medina
Engineering Structures 29 (10), 2593-2601, 2007
1892007
Floor response spectra for light components mounted on regular moment-resisting frame structures
RA Medina, R Sankaranarayanan, KM Kingston
Engineering structures 28 (14), 1927-1940, 2006
1762006
Loading histories for seismic performance testing of SMRF components and assemblies
H Krawinkler, A Gupta, R Medina, N Luco
SAC Joint Venture, Report no. SAC/BD-00/10. Richmond, CA, 2000
1432000
Evaluation of drift demands for the seismic performance assessment of frames
RA Medina, H Krawinkler
Journal of Structural Engineering 131 (7), 1003-1013, 2005
1362005
Decision support for conceptual performance‐based design
H Krawinkler, F Zareian, RA Medina, LF Ibarra
Earthquake engineering & structural dynamics 35 (1), 115-133, 2006
1342006
Collapse assessment of deteriorating SDOF systems
L Ibarra
Proc. 12th European Conference on Earthquake Engineering, 2002, 2002
1012002
Development of loading histories for testing of steel beam-to-column assemblies
H Krawinkler, A Gupta, R Medina, N Luco
Stanford University, 2000
932000
Acceleration response modification factors for nonstructural components attached to inelastic moment‐resisting frame structures
R Sankaranarayanan, RA Medina
Earthquake engineering & structural dynamics 36 (14), 2189-2210, 2007
902007
Evaluation of ASCE 7 equations for designing acceleration‐sensitive nonstructural components using data from instrumented buildings
H Anajafi, RA Medina
Earthquake Engineering & Structural Dynamics, 2018
842018
Strength demand issues relevant for the seismic design of moment-resisting frames
RA Medina, H Krawinkler
Earthquake Spectra 21 (2), 415-439, 2005
842005
Comparison of the seismic performance of a partial mass isolation technique with conventional TMD and base-isolation systems under broad-band and narrow-band excitations
H Anajafi, RA Medina
Engineering Structures 158, 110-123, 2018
772018
Conceptual seismic design of regular frames based on the concept of uniform damage
K Park, RA Medina
Journal of Structural Engineering 133 (7), 945-955, 2007
442007
Lessons learned from evaluating the responses of instrumented buildings in the United States: the effects of supporting building characteristics on floor response spectra
H Anajafi, RA Medina
Earthquake Spectra 35 (1), 159-191, 2019
412019
Development of a testing protocol for wood frame structures, CUREE Publication No
H Krawinkler, F Parisi, L Ibarra, A Ayoub, R Medina
W-02, California, 2000
412000
Inelastic floor spectra for designing anchored acceleration-sensitive nonstructural components
H Anajafi, RA Medina, E Santini-Bell
Bulletin of Earthquake Engineering 18 (5), 2115-2147, 2020
392020
The system can't perform the operation now. Try again later.
Articles 1–20