Year |
Citation |
Score |
2020 |
Quito VL, Lopes PLS, Hoyos JA, Miranda E. Emergent SU(N) symmetry in disordered SO(N) spin chains European Physical Journal B. 93: 1-6. DOI: 10.1140/Epjb/E2019-100576-6 |
0.302 |
|
2020 |
Santos FLN, Perrin V, Jamet F, Civelli M, Simon P, Aguiar MCO, Miranda E, Rozenberg MJ. Odd-frequency superconductivity in dilute magnetic superconductors Arxiv: Superconductivity. 2. DOI: 10.1103/Physrevresearch.2.033229 |
0.32 |
|
2020 |
Farias CSd, Carvalho VSd, Miranda E, Pereira RG. Quadrupolar spin liquid, octupolar Kondo coupling, and odd-frequency superconductivity in an exactly solvable model Physical Review B. 102. DOI: 10.1103/Physrevb.102.075110 |
0.342 |
|
2020 |
Dávalos H, Heresi P, Miranda E. A ground motion prediction equation for filtered incremental velocity, FIV3 Soil Dynamics and Earthquake Engineering. 139: 106346. DOI: 10.1016/J.Soildyn.2020.106346 |
0.333 |
|
2020 |
Heresi P, Miranda E. Evaluation of benefits at a regional scale of new strategies to improve the seismic performance of low-rise residential construction Bulletin of Earthquake Engineering. 18: 2783-2806. DOI: 10.1007/S10518-020-00804-4 |
0.327 |
|
2020 |
Kazantzi AK, Vamvatsikos D, Miranda E. The effect of damping on floor spectral accelerations as inferred from instrumented buildings Bulletin of Earthquake Engineering. 18: 2149-2164. DOI: 10.1007/S10518-019-00781-3 |
0.327 |
|
2019 |
Quito VL, Lopes PLS, Hoyos JA, Miranda E. Highly-symmetric random one-dimensional spin models Physical Review B. 100. DOI: 10.1103/Physrevb.100.224407 |
0.334 |
|
2019 |
Cruz C, Miranda E. Reliability of damping ratios inferred from the seismic response of buildings Engineering Structures. 184: 355-368. DOI: 10.1016/J.Engstruct.2019.01.056 |
0.333 |
|
2018 |
Heresi P, Dávalos H, Miranda E. Ground Motion Prediction Model for the Peak Inelastic Displacement of Single-Degree-of-Freedom Bilinear Systems Earthquake Spectra. 34: 1177-1199. DOI: 10.1193/061517Eqs118M |
0.317 |
|
2018 |
Xavier JC, Hoyos JA, Miranda E. Adaptive density matrix renormalization group for disordered systems Physical Review B. 98. DOI: 10.1103/Physrevb.98.195115 |
0.324 |
|
2018 |
Carvalho VSd, Freire H, Miranda E, Pereira RG. Edge magnetization and spin transport in an SU(2)-symmetric Kitaev spin liquid Physical Review B. 98: 155105. DOI: 10.1103/Physrevb.98.155105 |
0.313 |
|
2018 |
Cheung SC, Guguchia Z, Frandsen BA, Gong Z, Yamakawa K, Almeida DE, Onuorah IJ, Bonfá P, Miranda E, Wang W, Tam DW, Song Y, Cao C, Cai Y, Hallas AM, et al. Disentangling superconducting and magnetic orders in
NaFe1−xNixAs
using muon spin rotation Physical Review B. 97. DOI: 10.1103/Physrevb.97.224508 |
0.304 |
|
2018 |
Dávalos H, Miranda E. A Ground Motion Prediction Model for Average Spectral Acceleration Journal of Earthquake Engineering. 1-24. DOI: 10.1080/13632469.2018.1518278 |
0.304 |
|
2018 |
Alonso-Rodríguez A, Miranda E. Assessment of Effects of Reductions of Lateral Stiffness along Height on Buildings Modeled as Elastic Cantilever Shear Beams Journal of Earthquake Engineering. 22: 553-568. DOI: 10.1080/13632469.2016.1244132 |
0.335 |
|
2018 |
Jampole E, Miranda E, Deierlein G. Effective Incremental Ground Velocity for Estimating the Peak Sliding Displacement of Rigid Structures to Pulse-Like Earthquake Ground Motions Journal of Engineering Mechanics-Asce. 144: 4018113. DOI: 10.1061/(Asce)Em.1943-7889.0001539 |
0.322 |
|
2018 |
Gordo-Monsó C, Miranda E. Significance of directivity effects during the 2011 Lorca earthquake in Spain Bulletin of Earthquake Engineering. 16: 2711-2728. DOI: 10.1007/S10518-017-0301-9 |
0.334 |
|
2017 |
Mard HJ, Hoyos JA, Miranda E, Dobrosavljević V. Strong-disorder approach for the Anderson localization transition Physical Review B. 96. DOI: 10.1103/Physrevb.96.045143 |
0.306 |
|
2017 |
Almeida DE, Fernandes RM, Miranda E. Induced spin-triplet pairing in the coexistence state of antiferromagnetism and singlet superconductivity: Collective modes and microscopic properties Physical Review B. 96: 14514. DOI: 10.1103/Physrevb.96.014514 |
0.339 |
|
2017 |
Cruz C, Miranda E. Evaluation of Damping Ratios for the Seismic Analysis of Tall Buildings Journal of Structural Engineering-Asce. 143: 4016144. DOI: 10.1061/(Asce)St.1943-541X.0001628 |
0.336 |
|
2017 |
Cruz C, Miranda E. Evaluation of soil-structure interaction effects on the damping ratios of buildings subjected to earthquakes Soil Dynamics and Earthquake Engineering. 100: 183-195. DOI: 10.1016/J.Soildyn.2017.05.034 |
0.333 |
|
2017 |
Cruz C, Miranda E. Evaluation of the Rayleigh damping model for buildings Engineering Structures. 138: 324-336. DOI: 10.1016/J.Engstruct.2017.02.001 |
0.348 |
|
2017 |
Chiozzi A, Miranda E. Fragility functions for masonry infill walls with in‐plane loading Earthquake Engineering & Structural Dynamics. 46: 2831-2850. DOI: 10.1002/Eqe.2934 |
0.324 |
|
2016 |
Natori WM, Andrade EC, Miranda E, Pereira RG. Chiral Spin-Orbital Liquids with Nodal Lines. Physical Review Letters. 117: 017204. PMID 27419588 DOI: 10.1103/Physrevlett.117.017204 |
0.314 |
|
2016 |
Quito VL, Hoyos JA, Miranda E. Random SU(2)-symmetric spin-S chains Physical Review B. 94: 27. DOI: 10.1103/Physrevb.94.064405 |
0.336 |
|
2016 |
Alonso-Rodríguez A, Miranda E. Dynamic behavior of buildings with non-uniform stiffness along their height assessed through coupled flexural and shear beams Bulletin of Earthquake Engineering. 14: 3463-3483. DOI: 10.1007/S10518-016-0009-2 |
0.318 |
|
2016 |
Eads L, Miranda E, Lignos D. Spectral shape metrics and structural collapse potential Earthquake Engineering & Structural Dynamics. 45: 1643-1659. DOI: 10.1002/Eqe.2739 |
0.318 |
|
2015 |
Quito VL, Hoyos JA, Miranda E. Emergent SU(3) Symmetry in Random Spin-1 Chains. Physical Review Letters. 115: 167201-167201. PMID 26550897 DOI: 10.1103/Physrevlett.115.167201 |
0.306 |
|
2015 |
Tang S, Miranda E, Dobrosavljevic V. Mottness-induced healing in strongly correlated superconductors Physical Review B - Condensed Matter and Materials Physics. 91. DOI: 10.1103/Physrevb.91.020501 |
0.312 |
|
2015 |
Alonso-Rodríguez A, Miranda E. Assessment of building behavior under near-fault pulse-like ground motions through simplified models Soil Dynamics and Earthquake Engineering. 79: 47-58. DOI: 10.1016/J.Soildyn.2015.08.009 |
0.326 |
|
2015 |
Eads L, Miranda E, Lignos DG. Average spectral acceleration as an intensity measure for collapse risk assessment Earthquake Engineering & Structural Dynamics. 44: 2057-2073. DOI: 10.1002/Eqe.2575 |
0.318 |
|
2014 |
Mard HJ, Hoyos JA, Miranda E, Dobrosavljević V. Strong-disorder Renormalization-group Study Of The One-dimensional Tight-binding Model Physical Review B. 90: 125141. DOI: 10.1103/Physrevb.90.125141 |
0.3 |
|
2014 |
Vigh LG, Liel AB, Deierlein GG, Miranda E, Tipping S. Component model calibration for cyclic behavior of a corrugated shear wall Thin-Walled Structures. 75: 53-62. DOI: 10.1016/J.Tws.2013.10.011 |
0.312 |
|
2014 |
Lignos DG, Miranda E. Estimation of base motion in instrumented steel buildings using output-only system identification Earthquake Engineering & Structural Dynamics. 43: 547-563. DOI: 10.1002/Eqe.2359 |
0.334 |
|
2013 |
Vigh LG, Deierlein GG, Miranda E, Liel AB, Tipping S. Seismic performance assessment of steel corrugated shear wall system using non-linear analysis Journal of Constructional Steel Research. 85: 48-59. DOI: 10.1016/J.Jcsr.2013.02.008 |
0.335 |
|
2013 |
Eads L, Miranda E, Krawinkler H, Lignos DG. An efficient method for estimating the collapse risk of structures in seismic regions Earthquake Engineering & Structural Dynamics. 42: 25-41. DOI: 10.1002/Eqe.2191 |
0.347 |
|
2012 |
Warnes JH, Miranda E. Symmetry breaking and physical properties of the bosonic single-impurity Anderson model European Physical Journal B. 85: 341. DOI: 10.1140/Epjb/E2012-30191-2 |
0.328 |
|
2012 |
Warnes JH, Miranda E. Ground-state properties of the disordered spin-1 Bose-Hubbard model: A stochastic mean-field theory study Physical Review B. 85: 214532. DOI: 10.1103/Physrevb.85.214532 |
0.344 |
|
2012 |
Ramirez CM, Liel AB, Mitrani-Reiser J, Haselton CB, Spear AD, Steiner J, Deierlein GG, Miranda E. Expected earthquake damage and repair costs in reinforced concrete frame buildings Earthquake Engineering and Structural Dynamics. 41: 1455-1475. DOI: 10.1002/Eqe.2216 |
0.302 |
|
2010 |
Lignos DG, Kolios D, Miranda E. Fragility Assessment of Reduced Beam Section Moment Connections Journal of Structural Engineering-Asce. 136: 1140-1150. DOI: 10.1061/(Asce)St.1943-541X.0000214 |
0.302 |
|
2010 |
Lin Y, Miranda E. Estimation of Maximum Roof Displacement Demands in Regular Multistory Buildings Journal of Engineering Mechanics-Asce. 136: 1-11. DOI: 10.1061/(Asce)0733-9399(2010)136:1(1) |
0.324 |
|
2010 |
Ruiz-García J, Miranda E. Probabilistic estimation of residual drift demands for seismic assessment of multi-story framed buildings Engineering Structures. 32: 11-20. DOI: 10.1016/J.Engstruct.2009.08.010 |
0.342 |
|
2009 |
Andrade EC, Miranda E, Dobrosavljevi? V. Electronic Griffiths phase of the d = 2 Mott transition. Physical Review Letters. 102: 206403. PMID 19519046 DOI: 10.1103/Physrevlett.102.206403 |
0.314 |
|
2009 |
Lin JL, Tsai KC, Miranda E. Seismic history analysis of asymmetric buildings with soil-structure interaction Journal of Structural Engineering. 135: 101-112. DOI: 10.1061/(Asce)0733-9445(2009)135:2(101) |
0.332 |
|
2009 |
Lin Y, Miranda E. Evaluation of equivalent linear methods for estimating target displacements of existing structures Engineering Structures. 31: 3080-3089. DOI: 10.1016/J.Engstruct.2009.08.009 |
0.353 |
|
2008 |
Oliveira TRd, Rigolin G, Oliveira MCd, Miranda E. Symmetry-breaking effects upon bipartite and multipartite entanglement in the XY model Physical Review A. 77: 32325. DOI: 10.1103/Physreva.77.032325 |
0.317 |
|
2008 |
Lin Y, Miranda E. Noniterative Equivalent Linear Method for Evaluation of Existing Structures Journal of Structural Engineering-Asce. 134: 1685-1695. DOI: 10.1061/(Asce)0733-9445(2008)134:11(1685) |
0.334 |
|
2008 |
Lin Y, Miranda E. Kinematic soil-structure interaction effects on maximum inelastic displacement demands of SDOF systems Bulletin of Earthquake Engineering. 6: 241-259. DOI: 10.1007/S10518-007-9049-Y |
0.342 |
|
2007 |
Hoyos JA, Vieira AP, Laflorencie N, Miranda E. Correlation amplitude and entanglement entropy in random spin chains Physical Review B. 76. DOI: 10.1103/Physrevb.76.174425 |
0.322 |
|
2007 |
García DJ, Miranda E, Hallberg K, Rozenberg MJ. Metal-insulator transition in correlated systems: A new numerical approach Physica B: Condensed Matter. 398: 407-411. DOI: 10.1016/J.Physb.2007.04.049 |
0.314 |
|
2007 |
Ruiz-García J, Miranda E. Probabilistic estimation of maximum inelastic displacement demands for performance-based design Earthquake Engineering & Structural Dynamics. 36: 1235-1254. DOI: 10.1002/Eqe.680 |
0.346 |
|
2006 |
de Oliveira TR, Rigolin G, de Oliveira MC, Miranda E. Multipartite entanglement signature of quantum phase transitions. Physical Review Letters. 97: 170401. PMID 17155445 DOI: 10.1103/Physrevlett.97.170401 |
0.302 |
|
2006 |
Naeim F, Lee H, Hagie S, Bhatia H, Alimoradi A, Miranda E. Three-dimensional analysis, real-time visualization, and automated post-earthquake damage assessment of buildings Structural Design of Tall and Special Buildings. 15: 105-138. DOI: 10.1002/Tal.345 |
0.314 |
|
2006 |
Miranda E. Use of probability‐based measures for automated damage assessment Structural Design of Tall and Special Buildings. 15: 35-50. DOI: 10.1002/Tal.342 |
0.307 |
|
2006 |
Ruiz-García J, Miranda E. Evaluation of residual drift demands in regular multi-storey frames for performance-based seismic assessment Earthquake Engineering & Structural Dynamics. 35: 1609-1629. DOI: 10.1002/Eqe.593 |
0.358 |
|
2006 |
Ruiz-García J, Miranda E. Inelastic displacement ratios for evaluation of structures built on soft soil sites Earthquake Engineering & Structural Dynamics. 35: 679-694. DOI: 10.1002/Eqe.552 |
0.353 |
|
2006 |
Kunnath SK, Larson L, Miranda E. Modelling considerations in probabilistic performance-based seismic evaluation: Case study of the I-880 viaduct Earthquake Engineering and Structural Dynamics. 35: 57-75. DOI: 10.1002/Eqe.531 |
0.342 |
|
2006 |
Ruiz-García J, Miranda E. Residual displacement ratios for assessment of existing structures Earthquake Engineering & Structural Dynamics. 35: 315-336. DOI: 10.1002/Eqe.523 |
0.347 |
|
2005 |
Tanasković D, Dobrosavljević V, Miranda E. Spin-liquid behavior in electronic griffiths phases. Physical Review Letters. 95: 167204. PMID 16241839 DOI: 10.1103/Physrevlett.95.167204 |
0.323 |
|
2005 |
Dobrosavljevic V, Miranda E. Absence of conventional quantum phase transitions in itinerant systems with disorder. Physical Review Letters. 94: 187203. PMID 15904407 DOI: 10.1103/Physrevlett.94.187203 |
0.308 |
|
2005 |
Pereira RG, Miranda E. Magnetically controlled impurities in quantum wires with strong Rashba coupling Physical Review B. 71: 85318. DOI: 10.1103/Physrevb.71.085318 |
0.316 |
|
2005 |
Silva-Valencia J, Xavier JC, Miranda E. Quantum anisotropic Heisenberg chains with superlattice structure: A DMRG study Physical Review B. 71: 24405. DOI: 10.1103/Physrevb.71.024405 |
0.322 |
|
2005 |
Aslani H, Miranda E. Fragility Assessment Of Slab-Column Connections In Existing Non-Ductile Reinforced Concrete Buildings Journal of Earthquake Engineering. 9: 777-804. DOI: 10.1080/13632460509350566 |
0.314 |
|
2005 |
Taghavi S, Miranda E. Approximate Floor Acceleration Demands in Multistory Buildings. II: Applications Journal of Structural Engineering-Asce. 131: 212-220. DOI: 10.1061/(Asce)0733-9445(2005)131:2(212) |
0.33 |
|
2005 |
Miranda E, Taghavi S. Approximate Floor Acceleration Demands in Multistory Buildings. I: Formulation Journal of Structural Engineering-Asce. 131: 203-211. DOI: 10.1061/(Asce)0733-9445(2005)131:2(203) |
0.357 |
|
2005 |
Akkar SD, Miranda E. Statistical Evaluation of Approximate Methods for Estimating Maximum Deformation Demands on Existing Structures Journal of Structural Engineering-Asce. 131: 160-172. DOI: 10.1061/(Asce)0733-9445(2005)131:1(160) |
0.325 |
|
2005 |
Xavier JC, Miranda E. Ground state phases of the two-leg Kondo ladder Physica B-Condensed Matter. 359: 102-104. DOI: 10.1016/J.Physb.2005.01.003 |
0.317 |
|
2005 |
Aslani H, Miranda E. Probability-based seismic response analysis Engineering Structures. 27: 1151-1163. DOI: 10.1016/J.Engstruct.2005.02.015 |
0.334 |
|
2005 |
Reinoso E, Miranda E. Estimation of floor acceleration demands in high-rise buildings during earthquakes Structural Design of Tall and Special Buildings. 14: 107-130. DOI: 10.1002/Tal.272 |
0.346 |
|
2005 |
Lin Y, Miranda E, Chang K. Evaluation of damping reduction factors for estimating elastic response of structures with high damping Earthquake Engineering & Structural Dynamics. 34: 1427-1443. DOI: 10.1002/Eqe.499 |
0.347 |
|
2004 |
Lin Y, Miranda E. Non-Iterative Capacity Spectrum Method Based On Equivalent Linearization For Estimating Inelastic Deformation Demands Of Buildings Structural Engineering \/ Earthquake Engineering. 21: 1-7. DOI: 10.2208/Jscej.2004.773_1 |
0.301 |
|
2004 |
Ghosh A, Miranda E. Nonuniform phases in metals with local moments Physical Review B. 70: 214420. DOI: 10.1103/Physrevb.70.214420 |
0.31 |
|
2004 |
Tanasković D, Miranda E, Dobrosavljević V. Effective model of the electronic Griffiths phase Physical Review B. 70. DOI: 10.1103/Physrevb.70.205108 |
0.307 |
|
2004 |
Xavier JC, Miranda E, Dagotto E. Phase diagram of the two-leg Kondo ladder Physical Review B. 70. DOI: 10.1103/Physrevb.70.172415 |
0.306 |
|
2004 |
Hoyos JA, Miranda E. Phase diagrams and universality classes of random antiferromagnetic spin ladders Physical Review B. 69: 214411. DOI: 10.1103/Physrevb.69.214411 |
0.31 |
|
2004 |
Ruiz-García J, Miranda E. Inelastic Displacement Ratios for Design of Structures on Soft Soils Sites Journal of Structural Engineering-Asce. 130: 2051-2061. DOI: 10.1061/(Asce)0733-9445(2004)130:12(2051) |
0.343 |
|
2004 |
Miranda E, Xavier JC. An RKKY-induced dimerized phase of the Kondo lattice model Physica C-Superconductivity and Its Applications. 408: 179-180. DOI: 10.1016/J.Physc.2004.02.161 |
0.328 |
|
2003 |
Aguiar MCO, Miranda E, Dobrosavljevic V. Localization effects and inelastic scattering in disordered heavy electrons Physical Review B - Condensed Matter and Materials Physics. 68: 1251041-12510419. DOI: 10.1103/Physrevb.68.125104 |
0.307 |
|
2003 |
Miranda E, Akkar SD. Dynamic Instability of Simple Structural Systems Journal of Structural Engineering-Asce. 129: 1722-1726. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1722) |
0.312 |
|
2003 |
Ruiz-García J, Miranda E. Inelastic displacement ratios for evaluation of existing structures Earthquake Engineering & Structural Dynamics. 32: 1237-1258. DOI: 10.1002/Eqe.271 |
0.343 |
|
2002 |
Xavier JC, Novais E, Miranda E. Small Fermi surface in the one-dimensional Kondo lattice model Physical Review B. 65: 214406. DOI: 10.1103/Physrevb.65.214406 |
0.323 |
|
2002 |
Silva-Valencia J, Miranda E, Santos RRd. Luttinger liquid superlattices: Realization of gapless insulating phases Physical Review B. 65: 115115. DOI: 10.1103/Physrevb.65.115115 |
0.338 |
|
2002 |
Miranda E, Reyes CJ. Approximate lateral drift demands in multistory buildings with nonuniform stiffness Journal of Structural Engineering. 128: 840-849. DOI: 10.1061/(Asce)0733-9445(2002)128:7(840) |
0.35 |
|
2002 |
Miranda E, Ruiz-Garcia J. Influence of stiffness degradation on strength demands of structures built on soft soil sites Engineering Structures. 24: 1271-1281. DOI: 10.1016/S0141-0296(02)00052-4 |
0.339 |
|
2002 |
Miranda E, Ruiz-García J. Evaluation of approximate methods to estimate maximum inelastic displacement demands Earthquake Engineering & Structural Dynamics. 31: 539-560. DOI: 10.1002/Eqe.143 |
0.324 |
|
2001 |
Silva-Valencia J, Miranda E. Magnetization plateaus and Luttinger liquid behavior in XXZ chains with superlattice structure Physical Review B. 65: 24443. DOI: 10.1103/Physrevb.65.024443 |
0.307 |
|
2001 |
Miranda E. Estimation of Inelastic Deformation Demands of SDOF Systems Journal of Structural Engineering-Asce. 127: 1005-1012. DOI: 10.1061/(Asce)0733-9445(2001)127:9(1005) |
0.327 |
|
2000 |
Miranda E. Inelastic Displacement Ratios For Structures On Firm Sites Journal of Structural Engineering-Asce. 126: 1150-1159. DOI: 10.1061/(Asce)0733-9445(2000)126:10(1150) |
0.338 |
|
1999 |
Miranda E. Approximate Seismic Lateral Deformation Demands in Multistory Buildings Journal of Structural Engineering-Asce. 125: 417-425. DOI: 10.1061/(Asce)0733-9445(1999)125:4(417) |
0.344 |
|
1996 |
Miranda E, Dobrosavljevic V, Kotliar G. Kondo disorder: a possible route towards non-Fermi-liquid behaviour Journal of Physics: Condensed Matter. 8: 9871-9900. DOI: 10.1088/0953-8984/8/48/014 |
0.304 |
|
1996 |
Miranda E, Coleman P, Tsvelik A. Three-body bound states and the development of odd-frequency pairing Physica B-Condensed Matter. 40-43. DOI: 10.1016/0921-4526(96)00033-6 |
0.524 |
|
1996 |
Miranda E, Bertero VV. Seismic performance of an instrumented ten-storey reinforced concrete building Earthquake Engineering and Structural Dynamics. 25: 1041-1059. DOI: 10.1002/(Sici)1096-9845(199610)25:10<1041::Aid-Eqe590>3.0.Co;2-T |
0.361 |
|
1995 |
Coleman P, Miranda E, Tsvelik A. Three-body bound states and the development of odd-frequency pairing. Physical Review Letters. 74: 1653-1656. PMID 10059083 DOI: 10.1103/Physrevlett.74.1653 |
0.506 |
|
1995 |
Coleman P, Miranda E. Possible relevance of odd frequency pairing to heavy fermion superconductivity Physica B-Condensed Matter. 628-630. DOI: 10.1016/0921-4526(94)00540-C |
0.523 |
|
1994 |
Coleman P, Miranda E, Tsvelik A. Odd-frequency pairing in the Kondo lattice. Physical Review B. 49: 8955-8982. PMID 10009677 DOI: 10.1103/Physrevb.49.8955 |
0.553 |
|
1994 |
Miranda E, Bertero VV. Evaluation of Strength Reduction Factors for Earthquake-Resistant Design: Earthquake Spectra. 10: 357-379. DOI: 10.1193/1.1585778 |
0.306 |
|
1994 |
Coleman P, Miranda E, Tsvelik A. Instabilities of the Abrikosov-Suhl resonance* Physica B-Condensed Matter. 199: 197-201. DOI: 10.1016/0921-4526(94)91781-7 |
0.512 |
|
1993 |
Coleman P, Miranda E, Tsvelik A. Possible realization of odd-frequency pairing in heavy fermion compounds Physical Review Letters. 70: 2960-2963. PMID 10053697 DOI: 10.1103/Physrevlett.70.2960 |
0.525 |
|
1993 |
Coleman P, Miranda E, Tsvelik A. Are Kondo insulators gapless Physica B-Condensed Matter. 186: 362-364. DOI: 10.1016/0921-4526(93)90574-P |
0.483 |
|
1993 |
Miranda E. Probabilistic site‐dependent non‐linear spectra Earthquake Engineering & Structural Dynamics. 22: 1031-1046. DOI: 10.1002/Eqe.4290221203 |
0.337 |
|
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