Year |
Citation |
Score |
2020 |
Wang H, Wang F, Yang H, Feng Y, Bayless J, Abrahamson NA, Jeremić B. Time domain intrusive probabilistic seismic risk analysis of nonlinear shear frame structure Soil Dynamics and Earthquake Engineering. 136: 106201. DOI: 10.1016/J.Soildyn.2020.106201 |
0.418 |
|
2018 |
Zhou Z, Wei X, Lu Z, Jeremic B. Influence of soil‐structure interaction on performance of a super tall building using a new eddy‐current tuned mass damper Structural Design of Tall and Special Buildings. 27. DOI: 10.1002/Tal.1501 |
0.345 |
|
2018 |
Abell JA, Orbović N, McCallen DB, Jeremic B. Earthquake soil‐structure interaction of nuclear power plants, differences in response to 3‐D, 3 × 1‐D, and 1‐D excitations Earthquake Engineering & Structural Dynamics. 47: 1478-1495. DOI: 10.1002/Eqe.3026 |
0.508 |
|
2017 |
Watanabe K, Pisanò F, Jeremić B. Discretization effects in the finite element simulation of seismic waves in elastic and elastic-plastic media Engineering With Computers. 33: 519-545. DOI: 10.1007/S00366-016-0488-4 |
0.387 |
|
2016 |
Régnier J, Bonilla LF, Bard PY, Bertrand E, Hollender F, Kawase H, Sicilia D, Arduino P, Amorosi A, Asimaki D, Boldini D, Chen L, Chiaradonna A, Demartin F, Ebrille M, et al. International benchmark on numerical simulations for 1D, nonlinear site response (Prenolin): Verification phase based on canonical cases Bulletin of the Seismological Society of America. 106: 2112-2135. DOI: 10.1785/0120150284 |
0.482 |
|
2016 |
Karapiperis K, Sett K, Levent Kavvas M, Jeremić B. Fokker-Planck linearization for non-Gaussian stochastic elastoplastic finite elements Computer Methods in Applied Mechanics and Engineering. 307: 451-469. DOI: 10.1016/J.Cma.2016.05.001 |
0.354 |
|
2014 |
Pisanò F, Jeremić B. Simulating stiffness degradation and damping in soils via a simple visco-elastic-plastic model Soil Dynamics and Earthquake Engineering. 63: 98-109. DOI: 10.1016/J.Soildyn.2014.02.014 |
0.506 |
|
2013 |
Jeremić B, Tafazzoli N, Ancheta T, Orbović N, Blahoianu A. Seismic behavior of NPP structures subjected to realistic 3D, inclined seismic motions, in variable layered soil/rock, on surface or embedded foundations Nuclear Engineering and Design. 265: 85-94. DOI: 10.1016/J.Nucengdes.2013.07.003 |
0.663 |
|
2012 |
Sett K, Eshun K, Chao YC, Jeremić B. Effect of uncertain spatial variability of soils on nonlinear seismic site response analysis Geotechnical Special Publication. 2856-2865. DOI: 10.1061/9780784412121.292 |
0.525 |
|
2012 |
Cetin KO, Unutmaz B, Jeremic B. Assessment of seismic soil liquefaction triggering beneath building foundation systems Soil Dynamics and Earthquake Engineering. 43: 160-173. DOI: 10.1016/J.Soildyn.2012.07.021 |
0.561 |
|
2012 |
Shahir H, Pak A, Taiebat M, Jeremić B. Evaluation of variation of permeability in liquefiable soil under earthquake loading Computers and Geotechnics. 40: 74-88. DOI: 10.1016/J.Compgeo.2011.10.003 |
0.593 |
|
2011 |
Sett K, Jeremić B, Levent Kavvas M. Stochastic elastic-plastic finite elements Computer Methods in Applied Mechanics and Engineering. 200: 997-1007. DOI: 10.1016/J.Cma.2010.11.021 |
0.355 |
|
2010 |
Sett K, Unutmaz B, Çetin KO, Koprivica S, Jeremić B. Soil Uncertainty and Its Influence on Simulated G/Gmax and Damping Behavior Journal of Geotechnical and Geoenvironmental Engineering. 137: 218-226. DOI: 10.1061/(Asce)Gt.1943-5606.0000420 |
0.502 |
|
2010 |
Taiebat M, Jeremić B, Dafalias YF, Kaynia AM, Cheng Z. Propagation of seismic waves through liquefied soils Soil Dynamics and Earthquake Engineering. 30: 236-257. DOI: 10.1016/J.Soildyn.2009.11.003 |
0.647 |
|
2010 |
Sett K, Jeremić B. Probabilistic yielding and cyclic behavior of geomaterials International Journal For Numerical and Analytical Methods in Geomechanics. 34: 1541-1559. DOI: 10.1002/Nag.870 |
0.383 |
|
2009 |
Sett K, Jeremić B. Forward and backward probabilistic simulations in geotechnical engineering Geotechnical Special Publication. 332-339. DOI: 10.1061/41022(336)43 |
0.521 |
|
2009 |
Cheng Z, Jeremić B. Numerical modeling and simulation of pile in liquefiable soil Soil Dynamics and Earthquake Engineering. 29: 1405-1416. DOI: 10.1016/J.Soildyn.2009.02.008 |
0.665 |
|
2009 |
Jeremić B, Jie G, Preisig M, Tafazzoli N. Time domain simulation of soil-foundation-structure interaction in non-uniform soils Earthquake Engineering and Structural Dynamics. 38: 699-718. DOI: 10.1002/Eqe.896 |
0.643 |
|
2009 |
Jeremić B, Sett K. On probabilistic yielding of materials Communications in Numerical Methods in Engineering. 25: 291-300. DOI: 10.1002/Cnm.1133 |
0.362 |
|
2009 |
Jeremić B, Cheng Z. On large deformation hyperelasto-plasticity of anisotropic materials Communications in Numerical Methods in Engineering. 25: 391-400. DOI: 10.1002/Cnm.1126 |
0.5 |
|
2008 |
Wang X, Allen MR, Burr DB, Lavernia EJ, Jeremić B, Fyhrie DP. Identification of material parameters based on Mohr-Coulomb failure criterion for bisphosphonate treated canine vertebral cancellous bone. Bone. 43: 775-80. PMID 18599390 DOI: 10.1016/J.Bone.2008.05.023 |
0.303 |
|
2008 |
Jeremić B, Cheng Z, Taiebat M, Dafalias Y. Numerical simulation of fully saturated porous materials International Journal For Numerical and Analytical Methods in Geomechanics. 32: 1635-1660. DOI: 10.1002/Nag.687 |
0.618 |
|
2007 |
Jeremić B, Sett K. Uncertain soil properties and elastic-plastic simulations in geomechanics Geotechnical Special Publication. 9. DOI: 10.1061/40914(233)9 |
0.494 |
|
2007 |
Sett K, Jeremić B, Kavvas ML. Probabilistic elasto-plasticity: Solution and verification in 1D Acta Geotechnica. 2: 211-220. DOI: 10.1007/S11440-007-0037-9 |
0.315 |
|
2007 |
Sett K, Jeremić B, Kavvas ML. The role of nonlinear hardening/softening in probabilistic elasto-plasticity International Journal For Numerical and Analytical Methods in Geomechanics. 31: 953-975. DOI: 10.1002/Nag.571 |
0.385 |
|
2006 |
Jeremić B, Sett K. The influence of uncertain material parameters on stress-strain response Geotechnical Special Publication. 132-147. DOI: 10.1061/40870(216)11 |
0.367 |
|
2006 |
Sett K, Jeremic B. Seismic wave propagation in stochastic soil 8th Us National Conference On Earthquake Engineering 2006. 2: 699-708. |
0.455 |
|
2005 |
Yang Z, Jeremic B. Study of Soil Layering Effects on Lateral Loading Behavior of Piles Journal of Geotechnical and Geoenvironmental Engineering. 131: 762-770. DOI: 10.1061/(Asce)1090-0241(2005)131:6(762) |
0.538 |
|
2005 |
Jeremić B, Cheng Z. Significance of equal principal stretches in computational hyperelasticity Communications in Numerical Methods in Engineering. 21: 477-486. DOI: 10.1002/Cnm.760 |
0.478 |
|
2004 |
Jeremić B, Putnam J, Sett K, Humphrey D, Patenaude S. Calibration of Elastic-Plastic Material Model for Tire Shreds Geotechnical Special Publication. 760-767. DOI: 10.1061/40744(154)63 |
0.387 |
|
2004 |
Jeremić B, Kunnath S, Xiong F. Influence of soil–foundation–structure interaction on seismic response of the I-880 viaduct Engineering Structures. 26: 391-402. DOI: 10.1016/J.Engstruct.2003.10.011 |
0.49 |
|
2003 |
Yang Z, Jeremić B. Numerical study of group effects for pile groups in sands International Journal For Numerical and Analytical Methods in Geomechanics. 27: 1255-1276. DOI: 10.1002/Nag.321 |
0.332 |
|
2002 |
Jeremić B, Yang Z. Template elastic-plastic computations in geomechanics International Journal For Numerical and Analytical Methods in Geomechanics. 26: 1407-1427. DOI: 10.1002/Nag.251 |
0.318 |
|
2002 |
Yang Z, Jeremić B. Numerical analysis of pile behaviour under lateral loads in layered elastic–plastic soils International Journal For Numerical and Analytical Methods in Geomechanics. 26: 1385-1406. DOI: 10.1002/Nag.250 |
0.526 |
|
2001 |
Jeremić B, Runesson K, Sture S. Finite deformation analysis of geomaterials International Journal For Numerical and Analytical Methods in Geomechanics. 25: 809-840. DOI: 10.1002/Nag.155 |
0.421 |
|
1999 |
Jeremic B, Runesson K, Sture S. A model for elastic-plastic pressure sensitive materials subjected to large deformations International Journal of Solids and Structures. 36: 4901-4918. DOI: 10.1016/S0020-7683(98)00271-6 |
0.369 |
|
1999 |
Jeremić B, Xenophontos C. Application of the p‐version of the finite element method to elastoplasticity with localization of deformation Communications in Numerical Methods in Engineering. 15: 867-876. DOI: 10.1002/(Sici)1099-0887(199912)15:12<867::Aid-Cnm296>3.0.Co;2-9 |
0.302 |
|
1998 |
Sture S, Costes NC, Batiste SN, Lankton MR, AlShibli KA, Jeremic B, Swanson RA, Frank M. Mechanics of granular materials at low effective stresses Journal of Aerospace Engineering. 11: 67-72. DOI: 10.1061/(Asce)0893-1321(1998)11:3(67) |
0.317 |
|
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