| Year |
Citation |
Score |
| 2019 |
Luco JE, Lanzi A. Numerical artifacts associated with Rayleigh and modal damping models of inelastic structures with massless coordinates Earthquake Engineering & Structural Dynamics. 48: 1491-1507. DOI: 10.1002/Eqe.3210 |
0.351 |
|
| 2018 |
Lanzi A, Luco JE. Elastic Velocity Damping Model for Inelastic Structures Journal of Structural Engineering-Asce. 144: 4018065. DOI: 10.1061/(Asce)St.1943-541X.0002050 |
0.309 |
|
| 2017 |
Luco JE, Lanzi A. Optimal Caughey series representation of classical damping matrices Soil Dynamics and Earthquake Engineering. 92: 253-265. DOI: 10.1016/J.Soildyn.2016.10.028 |
0.332 |
|
| 2017 |
Luco JE, Lanzi A. A new inherent damping model for inelastic time‐history analyses Earthquake Engineering & Structural Dynamics. 46: 1919-1939. DOI: 10.1002/Eqe.2886 |
0.414 |
|
| 2014 |
Luco JE. Effects of soil-structure interaction on seismic base isolation Soil Dynamics and Earthquake Engineering. 66: 167-177. DOI: 10.1016/J.Soildyn.2014.05.007 |
0.41 |
|
| 2013 |
Luco JE, Lanzi A. Approximate soil-structure interaction analysis by a perturbation approach: The case of stiff soils Soil Dynamics and Earthquake Engineering. 66: 97-110. DOI: 10.1016/J.Soildyn.2013.04.005 |
0.412 |
|
| 2013 |
Luco JE. Bounds for natural frequencies, Dunkerley's formula and application to soil–structure interaction Soil Dynamics and Earthquake Engineering. 47: 32-37. DOI: 10.1016/J.Soildyn.2012.08.007 |
0.351 |
|
| 2012 |
Prowell I, Uang C, Elgamal A, Luco JE, Guo L. Shake Table Testing of a Utility-Scale Wind Turbine Journal of Engineering Mechanics-Asce. 138: 900-909. DOI: 10.1061/(Asce)Em.1943-7889.0000391 |
0.334 |
|
| 2011 |
Mozos CM, Luco JE. Approximate Boundaries for Finite-Element Models of Static Soil-Foundation Interaction Problems Journal of Engineering Mechanics. 137: 648-659. DOI: 10.1061/(Asce)Em.1943-7889.0000268 |
0.341 |
|
| 2011 |
Luco JE, Ozcelik O, Conte JP, Mendoza LH. Experimental study of the dynamic interaction between the foundation of the NEES/UCSD Shake Table and the surrounding soil: Reaction block response Soil Dynamics and Earthquake Engineering. 31: 954-973. DOI: 10.1016/J.Soildyn.2011.03.003 |
0.308 |
|
| 2010 |
Turmo J, Luco JE. Effect of hanger flexibility on dynamic response of suspension bridges Journal of Engineering Mechanics. 136: 1444-1459. DOI: 10.1061/(Asce)Em.1943-7889.0000185 |
0.401 |
|
| 2010 |
Luco JE, Turmo J. Linear vertical vibrations of suspension bridges: A review of continuum models and some new results Soil Dynamics and Earthquake Engineering. 30: 769-781. DOI: 10.1016/J.Soildyn.2009.10.009 |
0.367 |
|
| 2008 |
Luco JE. Author's reply: A note on classical damping matrices, Earthquake Engineering and Structural Dynamics 2008; 37: 615-626 Earthquake Engineering and Structural Dynamics. 37: 1805-1809. DOI: 10.1002/Eqe.845 |
0.313 |
|
| 2008 |
Luco JE. A note on classical damping matrices Earthquake Engineering and Structural Dynamics. 37: 615-626. DOI: 10.1002/Eqe.776 |
0.33 |
|
| 2005 |
Martinez-Rodrigo MD, Luco JE. Seismic base-isolation by use of telescoping stepping mechanism Earthquake Engineering and Structural Dynamics. 34: 227-245. DOI: 10.1002/Eqe.421 |
0.366 |
|
| 2005 |
Luco JE, de Barros FCP. Identification of structural and soil properties from vibration tests of the Hualien containment model Earthquake Engineering and Structural Dynamics. 34: 21-48. DOI: 10.1002/Eqe.404 |
0.447 |
|
| 2004 |
Luco JE, de Barros FCP. Assessment of predictions of the response of the Hualien containment model during forced vibration tests Soil Dynamics and Earthquake Engineering. 24: 1013-1035. DOI: 10.1016/J.Soildyn.2003.12.006 |
0.385 |
|
| 2004 |
Luco JE. Response of a double-wedge base-isolation device Earthquake Engineering and Structural Dynamics. 33: 1271-1286. DOI: 10.1002/Eqe.397 |
0.32 |
|
| 1998 |
Luco JE, De Barros FCP. Optimal damping between two adjacent elastic structures Earthquake Engineering and Structural Dynamics. 27: 649-659. DOI: 10.1002/(Sici)1096-9845(199807)27:7<649::Aid-Eqe748>3.0.Co;2-5 |
0.375 |
|
| 1998 |
Luco JE. A simple model for structural control including soil-structure interaction effects Earthquake Engineering and Structural Dynamics. 27: 225-242. DOI: 10.1002/(Sici)1096-9845(199803)27:3<225::Aid-Eqe713>3.0.Co;2-S |
0.365 |
|
| 1998 |
Luco JE, De Barros FCP. Control of the seismic response of a composite tall building modelled by two interconnected shear beams Earthquake Engineering and Structural Dynamics. 27: 205-223. DOI: 10.1002/(Sici)1096-9845(199803)27:3<205::Aid-Eqe712>3.0.Co;2-X |
0.404 |
|
| 1995 |
Barros FCPd, Luco JE. Amplification of obliquely incident waves by a cylindrical valley embedded in a layered half-space Soil Dynamics and Earthquake Engineering. 14: 163-175. DOI: 10.1016/0267-7261(94)00047-K |
0.309 |
|
| 1995 |
Barros FCPd, Luco JE. Identification of foundation impedance functions and soil properties from vibration tests of the Hualien containment model Soil Dynamics and Earthquake Engineering. 14: 229-248. DOI: 10.1016/0267-7261(94)00046-J |
0.416 |
|
| 1990 |
De Barros FCP, Luco JE. Discrete models for vertical vibrations of surface and embedded foundations Earthquake Engineering &Amp; Structural Dynamics. 19: 289-303. DOI: 10.1002/Eqe.4290190211 |
0.402 |
|
| 1989 |
Mita A, Luco JE. Impedance functions and input motions for embedded square foundations Journal of Geotechnical Engineering. 115: 491-503. DOI: 10.1061/(Asce)0733-9410(1989)115:4(491) |
0.348 |
|
| 1989 |
Mita A, Luco JE. Dynamic response of a square foundation embedded in an elastic half-space Soil Dynamics and Earthquake Engineering. 8: 54-67. DOI: 10.1016/S0267-7261(89)80013-2 |
0.382 |
|
| 1988 |
Wong HL, Trifunac MD, Luco JE. A comparison of soil-structure interaction calculations with results of full-scale forced vibration tests Soil Dynamics and Earthquake Engineering. 7: 22-31. DOI: 10.1016/S0267-7261(88)80012-5 |
0.328 |
|
| 1988 |
Luco JE, Trifunac MD, Wong HL. Isolation of soil- structure interaction effects by full-scale forced vibration tests Earthquake Engineering &Amp; Structural Dynamics. 16: 1-21. |
0.328 |
|
| 1987 |
Luco JE, Mita A. Response of circular foundation to spatially random ground motion Journal of Engineering Mechanics-Asce. 113: 1-15. DOI: 10.1061/(Asce)0733-9399(1987)113:1(1) |
0.383 |
|
| 1986 |
Luco JE. Soil-structure interaction effects on the seismic response of tall chimneys Soil Dynamics and Earthquake Engineering. 5: 170-177. DOI: 10.1016/0267-7261(86)90020-5 |
0.384 |
|
| 1986 |
Luco JE. On the relation between radiation and scattering problems for foundations embedded in an elastic half-space Soil Dynamics and Earthquake Engineering. 5: 97-101. DOI: 10.1016/0267-7261(86)90003-5 |
0.367 |
|
| 1986 |
Wong HL, Luco JE. DYNAMIC STRUCTURE-TO-STRUCTURE INTERACTION FOR CLOSELY SPACED BUILDINGS . 1: 553-564. |
0.317 |
|
| 1986 |
Luco JE, Wong HL, Trifunac MD. SOIL-STRUCTURE INTERACTION EFFECTS ON FORCED VIBRATION TESTS Report - University of Southern California, Department of Civil Engineering. |
0.323 |
|
| 1985 |
Chang CY, Luco JE, Wong HL, Akky MR, Wilhelmy V, Veritec AS. Three-dimensional soil-structure interaction analysis of an offshore gravity platform . |
0.33 |
|
| 1981 |
Iguchi M, Luco JE. DYNAMIC RESPONSE OF FLEXIBLE RECTANGULAR FOUNDATIONS ON AN ELASTIC HALF-SPACE Earthquake Engineering &Amp; Structural Dynamics. 9: 239-249. |
0.303 |
|
| 1978 |
Wong HL, Luco JE. TABLES OF IMPEDANCE FUNCTIONS AND INPUT MOTIONS FOR RECTANGULAR FOUNDATIONS Report - University of Southern California, Department of Civil Engineering. |
0.309 |
|
| 1976 |
Luco JE. Vibrations of a rigid disc on a layered viscoelastic medium Nuclear Engineering and Design. 36: 325-340. DOI: 10.1016/0029-5493(76)90026-1 |
0.384 |
|
| 1976 |
LUCO JE. TORSIONAL RESPONSE OF STRUCTURES TO OBLIQUELY INCIDENT SEISMIC SH WAVES Earthquake Engineering and Structural Dynamics. 4. |
0.316 |
|
| 1975 |
Luco JE, Hadjian AH. Two-dimensional approximations to the three-dimensional soil-structure interaction problem Nuclear Engineering and Design. 31: 195-203. DOI: 10.1016/0029-5493(75)90141-7 |
0.335 |
|
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