Component testing, seismic evaluation and characterization of buckling-restrained braces CJ Black, N Makris, ID Aiken Journal of Structural Engineering 130 (6), 880-894, 2004 | 741 | 2004 |
Dynamic pile‐soil‐pile interaction. Part II: Lateral and seismic response N Makris, G Gazetas Earthquake engineering & structural dynamics 21 (2), 145-162, 1992 | 611 | 1992 |
Rocking response of free-standing blocks under cycloidal pulses J Zhang, N Makris Journal of engineering mechanics 127 (5), 473-483, 2001 | 549 | 2001 |
Fractional-derivative Maxwell model for viscous dampers N Makris, MC Constantinou Journal of Structural Engineering 117 (9), 2708-2724, 1991 | 447 | 1991 |
Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures N Makris, SP Chang Earthquake engineering & structural dynamics 29 (1), 85-107, 2000 | 442 | 2000 |
Rigidity–plasticity–viscosity: Can electrorheological dampers protect base‐isolated structures from near‐source ground motions? N Makris Earthquake engineering & structural dynamics 26 (5), 571-591, 1997 | 416 | 1997 |
The rocking spectrum and the limitations of practical design methodologies N Makris, D Konstantinidis Earthquake engineering & structural dynamics 32 (2), 265-289, 2003 | 372 | 2003 |
Rocking response of rigid blocks under near-sourse ground motions N Makris, Y Roussos Géotechnique 50 (3), 243-262, 2000 | 321 | 2000 |
Dynamic pile‐soil‐pile interaction. Part I: Analysis of axial vibration G Gazetas, N Makris Earthquake Engineering & Structural Dynamics 20 (2), 115-132, 1991 | 300 | 1991 |
Component Testing, Stability Analysis and Characterization of Buckling-Restrained Unbounded BracesTM. C Black, N Makris, I Aiken Pacific Earthquake Engineering Research Center, 2002 | 299 | 2002 |
Planar rocking response and stability analysis of an array of free‐standing columns capped with a freely supported rigid beam N Makris, MF Vassiliou Earthquake Engineering & Structural Dynamics 42 (3), 431-449, 2013 | 254 | 2013 |
Dimensional Analysis of Rigid-Plastic and Elastoplastic Structures under Pulse-type Excitations N Makris, C Black Journal of Engineering Mechanics 130 (9), 1006-1018, 2004 | 239 | 2004 |
Seismic response analysis of multidrum classical columns D Konstantinidis, N Makris Earthquake engineering & structural dynamics 34 (10), 1243-1270, 2005 | 219 | 2005 |
Dynamic analysis of generalized viscoelastic fluids N Makris, GF Dargush, MC Constantinou Journal of Engineering Mechanics 119 (8), 1663-1679, 1993 | 204 | 1993 |
Dimensional analysis of bilinear oscillators under pulse-type excitations N Makris, C Black Journal of Engineering Mechanics 130 (9), 1019-1031, 2004 | 202 | 2004 |
Analysis of the rocking response of rigid blocks standing free on a seismically isolated base MF Vassiliou, N Makris Earthquake Engineering & Structural Dynamics 41 (2), 177-196, 2012 | 195 | 2012 |
Evaluation of peak ground velocity as a “good” intensity measure for near-source ground motions N Makris, CJ Black Journal of Engineering Mechanics 130 (9), 1032-1044, 2004 | 193 | 2004 |
Experimental and analytical studies on the response of freestanding laboratory equipment to earthquake shaking D Konstantinidis, N Makris Earthquake Engineering & Structural Dynamics 38 (6), 827-848, 2009 | 183 | 2009 |
Analysis and design of ER damper for seismic protection of structures N Makris, SA Burton, D Hill, M Jordan Journal of engineering mechanics 122 (10), 1003-1011, 1996 | 182 | 1996 |
Seismic isolation: Early history N Makris Earthquake Engineering & Structural Dynamics 48 (2), 269-283, 2019 | 164 | 2019 |