| Year |
Citation |
Score |
| 2020 |
Makris N. Viscous-viscoelastic correspondence principle for Brownian motion. Physical Review. E. 101: 052139. PMID 32575229 DOI: 10.1103/Physreve.101.052139 |
0.352 |
|
| 2020 |
Makris N. On the physical meaning of time-domain constitutive models with complex parameters Meccanica. 55: 453-467. DOI: 10.1007/S11012-020-01137-X |
0.358 |
|
| 2020 |
Kasinos S, Lombardo M, Makris N, Palmeri A. Dynamic response analysis of nonlinear secondary oscillators to idealised seismic pulses Earthquake Engineering & Structural Dynamics. DOI: 10.1002/Eqe.3313 |
0.453 |
|
| 2019 |
Makris N, Moghimi G. Displacements and Forces in Structures with Inerters when Subjected to Earthquakes Journal of Structural Engineering-Asce. 145: 4018260. DOI: 10.1061/(Asce)St.1943-541X.0002267 |
0.402 |
|
| 2019 |
Makris N, Aghagholizadeh M. Effect of Supplemental Hysteretic and Viscous Damping on Rocking Response of Free-Standing Columns Journal of Engineering Mechanics-Asce. 145: 4019028. DOI: 10.1061/(Asce)Em.1943-7889.0001596 |
0.39 |
|
| 2019 |
Makris N. The frequency response function of the creep compliance Meccanica. 54: 19-31. DOI: 10.1007/S11012-018-00929-6 |
0.363 |
|
| 2018 |
Aghagholizadeh M, Makris N. Seismic Response of a Yielding Structure Coupled with a Rocking Wall Journal of Structural Engineering-Asce. 144: 4017196. DOI: 10.1061/(Asce)St.1943-541X.0001894 |
0.372 |
|
| 2018 |
Makris N. Time-Response Functions of Mechanical Networks with Inerters and Causality Meccanica. 53: 2237-2255. DOI: 10.1007/S11012-018-0822-6 |
0.35 |
|
| 2018 |
Aghagholizadeh M, Makris N. Earthquake response analysis of yielding structures coupled with vertically restrained rocking walls Earthquake Engineering & Structural Dynamics. 47: 2965-2984. DOI: 10.1002/Eqe.3116 |
0.378 |
|
| 2017 |
Makris N. Basic Response Functions of Simple Inertoelastic and Inertoviscous Models Journal of Engineering Mechanics-Asce. 143: 4017123. DOI: 10.1061/(Asce)Em.1943-7889.0001348 |
0.377 |
|
| 2017 |
Makris N, Aghagholizadeh M. The dynamics of an elastic structure coupled with a rocking wall Earthquake Engineering & Structural Dynamics. 46: 945-962. DOI: 10.1002/Eqe.2838 |
0.409 |
|
| 2016 |
Makris N, Kampas G. Size versus slenderness: Two competing parameters in the seismic stability of free-standing rocking columns Bulletin of the Seismological Society of America. 106: 104-122. DOI: 10.1785/0120150138 |
0.346 |
|
| 2016 |
Makris N, Kampas G. Seismic protection of structures with supplemental rotational inertia Journal of Engineering Mechanics-Asce. 142: 4016089. DOI: 10.1061/(Asce)Em.1943-7889.0001152 |
0.413 |
|
| 2015 |
Makris N, Vassiliou MF. Dynamics of the Rocking Frame with Vertical Restrainers Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001231 |
0.427 |
|
| 2015 |
Vassiliou MF, Makris N. Dynamics of the vertically restrained rocking column Journal of Engineering Mechanics. 141. DOI: 10.1061/(Asce)Em.1943-7889.0000953 |
0.449 |
|
| 2015 |
Konstantinidis D, Makris N, Kelly JM. In-situ condition assessment of seismic fluid dampers: experimental studies and challenges Meccanica. 50: 323-340. DOI: 10.1007/S11012-014-9882-4 |
0.371 |
|
| 2015 |
Makris N, Alexakis H. Limit equilibrium analysis of masonry buttresses and towers under lateral and gravity loads Archive of Applied Mechanics. 85: 1915-1940. DOI: 10.1007/S00419-015-1027-2 |
0.345 |
|
| 2014 |
Makris N. The role of the rotational inertia on the seismic resistance of free-standing rocking columns and articulated frames Bulletin of the Seismological Society of America. 104: 2226-2239. DOI: 10.1785/0120130064 |
0.382 |
|
| 2014 |
Makris N, Vassiliou MF. Are some top-heavy structures more stable? Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000933 |
0.409 |
|
| 2014 |
Garini E, Makris N, Gazetas G. Elastic and inelastic systems under near-fault seismic shaking: acceleration records versus optimally-fitted wavelets Bulletin of Earthquake Engineering. 13: 459-482. DOI: 10.1007/S10518-014-9631-Z |
0.415 |
|
| 2014 |
Alexakis H, Makris N. Limit equilibrium analysis of masonry arches Archive of Applied Mechanics. 85: 1363-1381. DOI: 10.1007/S00419-014-0963-6 |
0.318 |
|
| 2014 |
Alexakis H, Makris N. Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading Archive of Applied Mechanics. 84: 757-772. DOI: 10.1007/S00419-014-0831-4 |
0.351 |
|
| 2014 |
Konstantinidis D, Makris N, Kelly JM. Health monitoring of fluid dampers for vibration control of structures: Experimental investigation Proceedings of Spie - the International Society For Optical Engineering. 9061. DOI: 10.1002/Eqe.2159 |
0.363 |
|
| 2013 |
Makris N, Kampas G. The engineering merit of the "effective period" of bilinear isolation systems Earthquake and Structures. 4: 397-428. DOI: 10.12989/Eas.2013.4.4.397 |
0.415 |
|
| 2013 |
Alexakis H, Makris N. Structural stability and bearing capacity analysis of the tunnel-entrance to the stadium of Ancient Nemea International Journal of Architectural Heritage. 7: 673-692. DOI: 10.1080/15583058.2012.662262 |
0.317 |
|
| 2013 |
Makris N, Kampas G. Estimating the "effective period" of bilinear systems with linearization methods, wavelet and time-domain analyses: From inelastic displacements to modal identification Soil Dynamics and Earthquake Engineering. 45: 80-88. DOI: 10.1016/J.Soildyn.2012.11.007 |
0.377 |
|
| 2013 |
Kampas G, Makris N. Modal identification of freeway overcrossings with soilstructure interaction: A case study Structural Control and Health Monitoring. 20: 304-319. DOI: 10.1002/Stc.494 |
0.365 |
|
| 2013 |
Makris N, Vassiliou MF. Planar rocking response and stability analysis of an array of free-standing columns capped with a freely supported rigid beam Earthquake Engineering and Structural Dynamics. 42: 431-449. DOI: 10.1002/Eqe.2222 |
0.36 |
|
| 2012 |
Kampas G, Makris N. Time and frequency domain identification of seismically isolated structures: Advantages and limitations Earthquake and Structures. 3: 249-270. DOI: 10.12989/Eas.2012.3.3_4.249 |
0.373 |
|
| 2012 |
Kampas G, Makris N. Transverse versus longitudinal eigenperiods of multispan seismically isolated bridges Journal of Structural Engineering. 138: 193-204. DOI: 10.1061/(Asce)St.1943-541X.0000436 |
0.347 |
|
| 2012 |
Makris N, Vassiliou MF. Sizing the slenderness of free-standing rocking columns to withstand earthquake shaking Archive of Applied Mechanics. 82: 1497-1511. DOI: 10.1007/S00419-012-0681-X |
0.434 |
|
| 2011 |
Vassiliou MF, Makris N. Estimating time scales and length scales in pulselike earthquake acceleration records with wavelet analysis Bulletin of the Seismological Society of America. 101: 596-618. DOI: 10.1785/0120090387 |
0.353 |
|
| 2011 |
Karavasilis TL, Seo CY, Makris N. Dimensional response analysis of bilinear systems subjected to non-pulselike earthquake ground motions Journal of Structural Engineering. 137: 600-606. DOI: 10.1061/(Asce)St.1943-541X.0000305 |
0.453 |
|
| 2011 |
Dimitrakopoulos EG, Makris N, Kappos AJ. Dimensional analysis of the earthquake-induced pounding between inelastic structures Bulletin of Earthquake Engineering. 9: 561-579. DOI: 10.1007/S10518-010-9220-8 |
0.445 |
|
| 2011 |
Makris N, Vassiliou MF. The existence of 'complete similarities' in the response of seismic isolated structures subjected to pulse-like ground motions and their implications in analysis Earthquake Engineering and Structural Dynamics. 40: 1103-1121. DOI: 10.1002/Eqe.1072 |
0.431 |
|
| 2010 |
Karavasilis TL, Makris N, Bazeos N, Beskos DE. Dimensional response analysis of multistory regular steel MRF subjected to pulselike earthquake ground motions Journal of Structural Engineering. 136: 921-932. DOI: 10.1061/(Asce)St.1943-541X.0000193 |
0.465 |
|
| 2010 |
Dimitrakopoulos E, Makris N, Kappos AJ. Dimensional analysis of the earthquake response of a pounding oscillator Journal of Engineering Mechanics. 136: 299-310. DOI: 10.1061/(Asce)0733-9399(2010)136:3(299) |
0.423 |
|
| 2010 |
Pitilakis D, Makris N. A study on the effects of the foundation compliance on the response of yielding structures using dimensional analysis Bulletin of Earthquake Engineering. 8: 1497-1514. DOI: 10.1007/S10518-010-9196-4 |
0.43 |
|
| 2010 |
Konstantinidis D, Makris N. Experimental and analytical studies on the response of 1/4-scale models of freestanding laboratory equipment subjected to strong earthquake shaking Bulletin of Earthquake Engineering. 8: 1457-1477. DOI: 10.1007/S10518-010-9192-8 |
0.426 |
|
| 2010 |
Makris N, Kampas G, Angelopoulou D. The eigenvalues of isolated bridges with transverse restraints at the end abutments Earthquake Engineering and Structural Dynamics. 39: 869-886. DOI: 10.1002/Eqe.971 |
0.371 |
|
| 2009 |
Dimitrakopoulos E, Kappos AJ, Makris N. Dimensional analysis of yielding and pounding structures for records without distinct pulses Soil Dynamics and Earthquake Engineering. 29: 1170-1180. DOI: 10.1016/J.Soildyn.2009.02.006 |
0.461 |
|
| 2009 |
Makris N, Kampas G. Analyticity and causality of the three-parameter rheological models Rheologica Acta. 48: 815-825. DOI: 10.1007/S00397-009-0374-8 |
0.365 |
|
| 2009 |
Dimitrakopoulos E, Makris N, Kappos AJ. Dimensional analysis of the earthquake-induced pounding between adjacent structures Earthquake Engineering and Structural Dynamics. 38: 867-886. DOI: 10.1002/Eqe.872 |
0.445 |
|
| 2009 |
Konstantinidis D, Makris N. Experimental and analytical studies on the response of freestanding laboratory equipment to earthquake shaking Earthquake Engineering and Structural Dynamics. 38: 827-848. DOI: 10.1002/Eqe.871 |
0.45 |
|
| 2008 |
Yun HB, Tasbighoo F, Masri SF, Caffrey JP, Wolfe RW, Makris N, Black C. Comparison of modeling approaches for full-scale nonlinear viscous dampers Jvc/Journal of Vibration and Control. 14: 51-76. DOI: 10.1177/1077546307079396 |
0.677 |
|
| 2008 |
Palmeri A, Makris N. Response analysis of rigid structures rocking on viscoelastic foundation Earthquake Engineering & Structural Dynamics. 37: 1039-1063. DOI: 10.1002/Eqe.800 |
0.456 |
|
| 2008 |
Palmeri A, Makris N. Linearization and first‐order expansion of the rocking motion of rigid blocks stepping on viscoelastic foundation Earthquake Engineering & Structural Dynamics. 37: 1065-1080. DOI: 10.1002/Eqe.799 |
0.42 |
|
| 2007 |
Black CJ, Makris N. Viscous heating of fluid dampers under small and large amplitude motions: Experimental studies and parametric modeling Journal of Engineering Mechanics. 133: 566-577. DOI: 10.1061/(Asce)0733-9399(2007)133:5(566) |
0.675 |
|
| 2006 |
Sasani M, Makris N, Bolt BA. Damping in Shear Beam Structures and Estimation of Drift Response Journal of Engineering Mechanics-Asce. 132: 851-858. DOI: 10.1061/(Asce)0733-9399(2006)132:8(851) |
0.418 |
|
| 2006 |
Makris N, Psychogios T. Dimensional response analysis of yielding structures with first‐mode dominated response Earthquake Engineering & Structural Dynamics. 35: 1203-1224. DOI: 10.1002/Eqe.578 |
0.444 |
|
| 2005 |
Konstantinidis D, Makris N. Earthquake Analysis Of Multidrum Columns Wit Transactions On the Built Environment. 81. DOI: 10.2495/Eres050121 |
0.415 |
|
| 2005 |
Konstantinidis D, Makris N. Seismic response analysis of multidrum classical columns Earthquake Engineering & Structural Dynamics. 34: 1243-1270. DOI: 10.1002/Eqe.478 |
0.436 |
|
| 2004 |
Black CJ, Makris N, Aiken ID. Component testing, seismic evaluation and characterization of buckling-restrained braces Journal of Structural Engineering. 130: 880-894. DOI: 10.1061/(Asce)0733-9445(2004)130:6(880) |
0.674 |
|
| 2004 |
Zhang J, Makris N, Delis T. Structural Characterization Of Modern Highway Overcrossings--Case Study Journal of Structural Engineering-Asce. 130: 846-860. DOI: 10.1061/(Asce)0733-9445(2004)130:6(846) |
0.386 |
|
| 2004 |
Makris N, Zhang J. Seismic Response Analysis of a Highway Overcrossing Equipped with Elastomeric Bearings and Fluid Dampers Journal of Structural Engineering-Asce. 130: 830-845. DOI: 10.1061/(Asce)0733-9445(2004)130:6(830) |
0.446 |
|
| 2004 |
Makris N, Black CJ. Evaluation of Peak Ground Velocity as a “Good” Intensity Measure for Near-Source Ground Motions Journal of Engineering Mechanics-Asce. 130: 1032-1044. DOI: 10.1061/(Asce)0733-9399(2004)130:9(1032) |
0.681 |
|
| 2004 |
Makris N, Black CJ. Dimensional analysis of bilinear oscillators under pulse-type excitations Journal of Engineering Mechanics-Asce. 130: 1019-1031. DOI: 10.1061/(Asce)0733-9399(2004)130:9(1019) |
0.695 |
|
| 2004 |
Makris N, Black CJ. Dimensional Analysis of Rigid-Plastic and Elastoplastic Structures under Pulse-Type Excitations Journal of Engineering Mechanics-Asce. 130: 1006-1018. DOI: 10.1061/(Asce)0733-9399(2004)130:9(1006) |
0.688 |
|
| 2003 |
Makris N. Plastic Torsional Buckling of Cruciform Compression Members Journal of Engineering Mechanics-Asce. 129: 689-696. DOI: 10.1061/(Asce)0733-9399(2003)129:6(689) |
0.321 |
|
| 2003 |
Makris N, Konstantinidis D. The rocking spectrum and the limitations of practical design methodologies Earthquake Engineering & Structural Dynamics. 32: 265-289. DOI: 10.1002/Eqe.223 |
0.433 |
|
| 2002 |
Makris N, Black CJ. Uplifting and overturning of equipment anchored to a base foundation Earthquake Spectra. 18: 631-661. DOI: 10.1193/1.1515730 |
0.665 |
|
| 2002 |
Zhang J, Makris N. Seismic Response Analysis of Highway Overcrossings Including Soil-Structure Interaction Earthquake Engineering & Structural Dynamics. 31: 1967-1991. DOI: 10.1002/Eqe.197 |
0.451 |
|
| 2002 |
Zhang J, Makris N. Kinematic response functions and dynamic stiffnesses of bridge embankments Earthquake Engineering & Structural Dynamics. 31: 1933-1966. DOI: 10.1002/Eqe.196 |
0.416 |
|
| 2002 |
Chang SP, Makris N, Whittaker AS, Thompson ACT. Experimental and analytical studies on the performance of hybrid isolation systems Earthquake Engineering and Structural Dynamics. 31: 421-443. DOI: 10.1002/Eqe.117 |
0.472 |
|
| 2001 |
Makris N, Zhang J. Rocking Response Of Anchored Blocks Under Pulse-Type Motions Journal of Engineering Mechanics-Asce. 127: 484-493. DOI: 10.1061/(Asce)0733-9399(2001)127:5(484) |
0.434 |
|
| 2001 |
Zhang J, Makris N. Rocking Response of Free-Standing Blocks under Cycloidal Pulses Journal of Engineering Mechanics-Asce. 127: 473-483. DOI: 10.1061/(Asce)0733-9399(2001)127:5(473) |
0.419 |
|
| 2000 |
Zhang J, Makris N. Comment on “Estimates of the Ground Accelerations at Point Reyes Station during the 1906 San Francisco Earthquake” by A. Anooshehpoor, T. H. Heaton, B. Shi, and J. N. Brune Bulletin of the Seismological Society of America. 90: 1342-1348. DOI: 10.1785/0119990130 |
0.341 |
|
| 2000 |
Makris N, Roussos YS. Rocking response of rigid blocks under near-source ground motions Geotechnique. 50: 243-262. DOI: 10.1680/Geot.2000.50.3.243 |
0.41 |
|
| 2000 |
Makris N, Chang S. Response of Damped Oscillators to Cycloidal Pulses Journal of Engineering Mechanics-Asce. 126: 123-131. DOI: 10.1061/(Asce)0733-9399(2000)126:2(123) |
0.453 |
|
| 2000 |
Makris N, Zhang J. Time‐domain viscoelastic analysis of earth structures Earthquake Engineering & Structural Dynamics. 29: 745-768. DOI: 10.1002/(Sici)1096-9845(200006)29:6<745::Aid-Eqe937>3.0.Co;2-E |
0.421 |
|
| 2000 |
Makris N, Chang S. Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures Earthquake Engineering & Structural Dynamics. 29: 85-107. DOI: 10.1002/(Sici)1096-9845(200001)29:1<85::Aid-Eqe902>3.0.Co;2-N |
0.47 |
|
| 1998 |
Makris N, Roussos Y, Whittaker AS, Kelly JM. Viscous heating of fluid dampers. II: Large-amplitude motions Journal of Engineering Mechanics. 124: 1217-1223. DOI: 10.1061/(Asce)0733-9399(1998)124:11(1217) |
0.378 |
|
| 1998 |
Makris N. Viscous Heating Of Fluid Dampers. I: Small-Amplitude Motions Journal of Engineering Mechanics-Asce. 124: 1210-1216. DOI: 10.1061/(Asce)0733-9399(1998)124:11(1210) |
0.359 |
|
| 1997 |
Badoni D, Makris N. Pile-To-Pile Interaction In The Time Domain - Non-Linear Axial Group Response Under Harmonic Loading Geotechnique. 47: 299-317. DOI: 10.1680/Geot.1997.47.2.299 |
0.381 |
|
| 1997 |
Jordan M, Schwendt A, Hill DA, Burton S, Makris N. Zeolite-based electrorheological fluids: Testing, modeling and instrumental artifacts Journal of Rheology. 41: 75-92. DOI: 10.1122/1.550854 |
0.335 |
|
| 1997 |
Makris N. Three-dimensional constitutive viscoelastic laws with fractional order time derivatives Journal of Rheology. 41: 1007-1020. DOI: 10.1122/1.550823 |
0.305 |
|
| 1997 |
Makris N. Causal Hysteretic Element Journal of Engineering Mechanics-Asce. 123: 1209-1214. DOI: 10.1061/(Asce)0733-9399(1997)123:11(1209) |
0.372 |
|
| 1997 |
Makris N, Tazoh T, Yun X, Fill AC. Prediction of the measured response of a scaled soil-pile-superstructure system Soil Dynamics and Earthquake Engineering. 16: 113-124. DOI: 10.1016/S0267-7261(96)00037-1 |
0.368 |
|
| 1997 |
Makris N. Rigidity–Plasticity–Viscosity: Can Electrorheological Dampers Protect Base‐Isolated Structures From Near‐Source Ground Motions? Earthquake Engineering & Structural Dynamics. 26: 571-591. DOI: 10.1002/(Sici)1096-9845(199705)26:5<571::Aid-Eqe658>3.0.Co;2-6 |
0.465 |
|
| 1996 |
Makris N, Gazetas G, Delis E. Dynamic soil-pile-foundation-structure interaction: records and predictions Geotechnique. 46: 33-50. DOI: 10.1680/Geot.1996.46.1.33 |
0.318 |
|
| 1996 |
Makris N, Burton SA, Taylor DP. Electrorheological damper with annular ducts for seismic protection applications Smart Materials and Structures. 5: 551-564. DOI: 10.1088/0964-1726/5/5/005 |
0.416 |
|
| 1996 |
Burton SA, Makris N, Konstantopoulos IK, Antsaklis PJ. Modeling the Response of An Electrorheological Fluid Damper: Constitutive Models and Neural Networks Intelligent Automation and Soft Computing. 2: 339-354. DOI: 10.1080/10798587.1996.10750679 |
0.376 |
|
| 1996 |
Makris N, Deoskar HS. Prediction of Observed Response of Base-Isolated Structure Journal of Structural Engineering-Asce. 122: 485-493. DOI: 10.1061/(Asce)0733-9445(1996)122:5(485) |
0.412 |
|
| 1996 |
Burton SA, Makris N, Konstantopoulos I, Antsaklis PJ. Modeling the Response of ER Damper: Phenomenology and Emulation Journal of Engineering Mechanics-Asce. 122: 897-906. DOI: 10.1061/(Asce)0733-9399(1996)122:9(897) |
0.347 |
|
| 1996 |
Makris N, Inaudi JA, Kelly JM. Macroscopic models with complex coefficients and causality Journal of Engineering Mechanics-Asce. 122: 566-573. DOI: 10.1061/(Asce)0733-9399(1996)122:6(566) |
0.359 |
|
| 1996 |
Makris N, Burton SA, Hill D, Jordan M. Analysis and Design of ER Damper for Seismic Protection of Structures Journal of Engineering Mechanics-Asce. 122: 1003-1011. DOI: 10.1061/(Asce)0733-9399(1996)122:10(1003) |
0.393 |
|
| 1996 |
Badoni D, Makris N. Nonlinear response of single piles under lateral inertial and seismic loads Soil Dynamics and Earthquake Engineering. 15: 29-43. DOI: 10.1016/0267-7261(95)00027-5 |
0.431 |
|
| 1996 |
Inaudi JA, Makris N. Time-Domain Analysis Of Linear Hysteretic Damping Earthquake Engineering & Structural Dynamics. 25: 529-545. DOI: 10.1002/(Sici)1096-9845(199606)25:6<529::Aid-Eqe549>3.0.Co;2-P |
0.321 |
|
| 1995 |
Makris N, Dargush GF, Constantinou MC. Dynamic analysis of viscoelastic-fluid dampers Journal of Engineering Mechanics. 121: 1114-1121. DOI: 10.1061/(Asce)0733-9399(1995)121:10(1114) |
0.623 |
|
| 1995 |
Makris N. Time domain analysis of generalized viscoelastic models Soil Dynamics and Earthquake Engineering. 14: 375-386. DOI: 10.1016/0267-7261(95)00004-E |
0.384 |
|
| 1995 |
Makris N, Badoni D. Seismic response of pile groups under oblique‐shear and Rayleigh waves Earthquake Engineering & Structural Dynamics. 24: 517-532. DOI: 10.1002/Eqe.4290240405 |
0.359 |
|
| 1994 |
Makris N. Generalized Differentiation And The Complex Memory Of Structures Fractals. 2: 315-320. DOI: 10.1142/S0218348X94000405 |
0.366 |
|
| 1994 |
Makris N, Badoni D, Delis E, Gazetas G. Prediction of Observed Bridge Response with Soil-Pile–Structure Interaction Journal of Structural Engineering-Asce. 120: 2992-3011. DOI: 10.1061/(Asce)0733-9445(1994)120:10(2992) |
0.367 |
|
| 1994 |
Makris N. The imaginary counterpart of recorded motions Earthquake Engineering & Structural Dynamics. 23: 265-273. DOI: 10.1002/Eqe.4290230304 |
0.42 |
|
| 1994 |
Makris N. Complex‐parameter kelvin model for elastic foundations Earthquake Engineering & Structural Dynamics. 23: 251-264. DOI: 10.1002/Eqe.4290230303 |
0.408 |
|
| 1994 |
Makris N. Soil–pile interaction during the passage of rayleigh waves: An analytical solution Earthquake Engineering & Structural Dynamics. 23: 153-167. DOI: 10.1002/Eqe.4290230204 |
0.396 |
|
| 1993 |
Makris N, Gazetas G. Displacement phase differences in a harmonically oscillating pile Geotechnique. 43: 135-150. DOI: 10.1680/Geot.1993.43.1.135 |
0.353 |
|
| 1993 |
Makris N, Constantinou MC, Dargush GF. Analytical model of viscoelastic fluid dampers Journal of Structural Engineering (United States). 119: 3310-3325. DOI: 10.1061/(Asce)0733-9445(1993)119:11(3310) |
0.633 |
|
| 1993 |
Makris N, Dargush GF, Constantinou MC. Dynamic analysis of generalized viscoelastic fluids Journal of Engineering Mechanics. 119: 1663-1679. DOI: 10.1061/(Asce)0733-9399(1993)119:8(1663) |
0.624 |
|
| 1993 |
Makris N, Constantinou MC. Models of viscoelasticity with complex-order derivatives Journal of Engineering Mechanics. 119: 1453-1464. DOI: 10.1061/(Asce)0733-9399(1993)119:7(1453) |
0.588 |
|
| 1992 |
Makris N, Constantinou MC. Spring‐viscous damper systems for combined seismic and vibration isolation Earthquake Engineering & Structural Dynamics. 21: 649-664. DOI: 10.1002/Eqe.4290210801 |
0.464 |
|
| 1992 |
Makris N, Gazetas G. Dynamic pile‐soil‐pile interaction. Part II: Lateral and seismic response Earthquake Engineering & Structural Dynamics. 21: 145-162. DOI: 10.1002/Eqe.4290210204 |
0.373 |
|
| 1991 |
Makris N, Constantinou MC. Analysis of Motion Resisted by Friction. II. Velocity-Dependent Friction Mechanics of Structures and Machines. 19: 501-526. DOI: 10.1080/08905459108905154 |
0.627 |
|
| 1991 |
Makris N, Constantinou MC. Analysis of Motion Resisted by Friction. I. Constant Coulomb and Linear/Coulomb Friction Mechanics of Structures and Machines. 19: 477-500. DOI: 10.1080/08905459108905153 |
0.622 |
|
| 1991 |
Makris N, Constantinou MC. Fractional-derivative maxwell model for viscous dampers Journal of Structural Engineering (United States). 117: 2708-2724. DOI: 10.1061/(Asce)0733-9445(1991)117:9(2708) |
0.643 |
|
| 1991 |
Gazetas G, Makris N. Dynamic Pile-Soil-Pile Interaction. Part I: Analysis Of Axial Vibration Earthquake Engineering & Structural Dynamics. 20: 115-132. DOI: 10.1002/Eqe.4290200203 |
0.332 |
|
| 1970 |
Makris N, Badoni D. Nonlinear Seismic Response Of Single Piles Wit Transactions On the Built Environment. 15. DOI: 10.2495/Sd950531 |
0.397 |
|
| 1970 |
Makris N. Near-source Earthquakes, Base-isolated Structures And Semiactive Dampers Wit Transactions On the Built Environment. 23. DOI: 10.2495/Eres960241 |
0.32 |
|
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