Year |
Citation |
Score |
2019 |
Rabinovich D, Vigdergauz S, Givoli D, Hagstrom T, Bielak J. Optimized first-order absorbing boundary conditions for anisotropic elastodynamics Computer Methods in Applied Mechanics and Engineering. 350: 719-749. DOI: 10.1016/J.Cma.2019.02.039 |
0.336 |
|
2017 |
Rabinovich D, Givoli D, Bielak J, Hagstrom T. The Double Absorbing Boundary method for a class of anisotropic elastic media Computer Methods in Applied Mechanics and Engineering. 315: 190-221. DOI: 10.1016/J.Cma.2016.10.035 |
0.36 |
|
2016 |
Restrepo D, Bielak J, Serrano R, Gómez J, Jaramillo J. Effects of realistic topography on the ground motion of the Colombian Andes - A case study at the Aburrá Valley, Antioquia Geophysical Journal International. 204: 1801-1816. DOI: 10.1093/Gji/Ggv556 |
0.766 |
|
2015 |
Isbiliroglu Y, Taborda R, Bielak J. Coupled soil-structure interaction effects of building clusters during earthquakes Earthquake Spectra. 31: 463-500. DOI: 10.1193/102412Eqs315M |
0.687 |
|
2015 |
Zhang X, Acharya A, Walkington NJ, Bielak J. A single theory for some quasi-static, supersonic, atomic, and tectonic scale applications of dislocations Journal of the Mechanics and Physics of Solids. 84: 145-195. DOI: 10.1016/J.Jmps.2015.07.004 |
0.318 |
|
2014 |
Isbiliroglu Y, Taborda R, Bielak J. Multiple structure-soil-structure interaction and coupling effects in building clusters Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3R20RX2T |
0.661 |
|
2014 |
Taborda R, Bielak J. Ground-motion simulation and validation of the 2008 Chino Hills, California, earthquake using different velocity models Bulletin of the Seismological Society of America. 104: 1876-1898. DOI: 10.1785/0120130266 |
0.668 |
|
2014 |
Hagstrom T, Givoli D, Rabinovich D, Bielak J. The double absorbing boundary method Journal of Computational Physics. 259: 220-241. DOI: 10.1016/J.Jcp.2013.11.025 |
0.376 |
|
2014 |
Kim K, Elgamal A, Petropoulos G, Askan A, Bielak J, Fenves GL. Seismic Response of a Large-Scale Highway Interchange System Geotechnical, Geological and Earthquake Engineering. 28: 223-240. DOI: 10.1007/978-3-319-03182-8_9 |
0.728 |
|
2014 |
Restrepo D, Bielak J. Virtual topography: A fictitious domain approach for analyzing free-surface irregularities in large-scale earthquake ground motion simulation International Journal For Numerical Methods in Engineering. DOI: 10.1002/Nme.4756 |
0.747 |
|
2013 |
Taborda R, Bielak J. Ground‐Motion Simulation and Validation of the 2008 Chino Hills, California, Earthquake Bulletin of the Seismological Society of America. 103: 131-156. DOI: 10.1785/0120110325 |
0.682 |
|
2013 |
Jarernprasert S, Bazan-Zurita E, Bielak J. Seismic soil-structure interaction response of inelastic structures Soil Dynamics and Earthquake Engineering. 47: 132-143. DOI: 10.1016/J.Soildyn.2012.08.008 |
0.678 |
|
2012 |
Taborda R, Bielak J, Restrepo D. Earthquake ground-motion simulation including nonlinear soil effects under idealized conditions with application to two case studies Seismological Research Letters. 83: 1047-1060. DOI: 10.1785/0220120079 |
0.743 |
|
2012 |
Papalou A, Bielak J, Bazán E. Effects of isolated spread footings on the dynamics of soil-structure interaction Journal of Geotechnical and Geoenvironmental Engineering. 138: 1033-1036. DOI: 10.1061/(ASCE)GT.1943-5606.00006751033-1036.pdf |
0.335 |
|
2011 |
Bielak J, Karaoglu H, Taborda R. Memory-efficient displacement-based internal friction for wave propagation simulation Geophysics. 76. DOI: 10.1190/Geo2011-0019.1 |
0.659 |
|
2011 |
Taborda R, Bielak J. Large-Scale Earthquake simulation: Computational seismology and complex engineering systems Computing in Science and Engineering. 13: 14-26. DOI: 10.1109/Mcse.2011.19 |
0.642 |
|
2011 |
Taborda R, Bielak J. Full 3D integration of site-city effects in regional scale earthquake simulations Proceedings of the 8th International Conference On Structural Dynamics, Eurodyn 2011. 511-518. |
0.695 |
|
2010 |
Goto H, Ramírez-Guzmán L, Bielak J. Simulation of spontaneous rupture based on a combined boundary integral equation method and finite element method approach: SH and P-SV cases Geophysical Journal International. 183: 975-1004. DOI: 10.1111/J.1365-246X.2010.04772.X |
0.395 |
|
2010 |
Bielak J, Graves RW, Olsen KB, Taborda R, Ramírez-Guzmán L, Day SM, Ely GP, Roten D, Jordan TH, Maechling PJ, Urbanic J, Cui Y, Juve G. The ShakeOut earthquake scenario: Verification of three simulation sets Geophysical Journal International. 180: 375-404. DOI: 10.1111/J.1365-246X.2009.04417.X |
0.633 |
|
2010 |
Askan A, Akcelik V, Bielak J, Ghattas O. Parameter sensitivity analysis of a nonlinear least-squares optimization-based anelastic full waveform inversion method Comptes Rendus - Mecanique. 338: 364-376. DOI: 10.1016/J.Crme.2010.07.002 |
0.7 |
|
2009 |
Ichimura T, Hori M, Bielak J. A hybrid multiresolution meshing technique for finite element three-dimensional earthquake ground motion modelling in basins including topography Geophysical Journal International. 177: 1221-1232. DOI: 10.1111/J.1365-246X.2009.04154.X |
0.401 |
|
2008 |
Askan A, Bielak J. Full anelastic waveform tomography including model uncertainty Bulletin of the Seismological Society of America. 98: 2975-2989. DOI: 10.1785/0120080138 |
0.716 |
|
2008 |
Zhang Y, Conte JP, Yang Z, Elgamal A, Bielak J, Acero G. Two-dimensional nonlinear earthquake response analysis of a bridge-foundation-ground system Earthquake Spectra. 24: 343-386. DOI: 10.1193/1.2923925 |
0.407 |
|
2008 |
Day SM, Graves R, Bielak J, Dreger D, Larsen S, Olsen KB, Pitarka A, Ramirez-Guzman L. Model for basin effects on long-period response spectra in southern California Earthquake Spectra. 24: 257-277. DOI: 10.1193/1.2857545 |
0.446 |
|
2008 |
Goto H, Bielak J. Galerkin boundary integral equation method for spontaneous rupture propagation problems: SH-case Geophysical Journal International. 172: 1083-1103. DOI: 10.1111/J.1365-246X.2007.03694.X |
0.363 |
|
2008 |
Schlosser SW, Ryan MP, Taborda R, López J, O'Hallaron DR, Bielak J. Materialized community ground models for large-scale earthquake simulation 2008 Sc - International Conference For High Performance Computing, Networking, Storage and Analysis, Sc 2008. DOI: 10.1109/SC.2008.5215657 |
0.613 |
|
2008 |
Epanomeritakis I, Akçelik V, Ghattas O, Bielak J. A Newton-CG method for large-scale three-dimensional elastic full-waveform seismic inversion Inverse Problems. 24. DOI: 10.1088/0266-5611/24/3/034015 |
0.419 |
|
2007 |
Askan A, Akcelik V, Bielak J, Ghattas O. Full waveform inversion for seismic velocity and anelastic losses in heterogeneous structures Bulletin of the Seismological Society of America. 97: 1990-2008. DOI: 10.1785/0120070079 |
0.726 |
|
2005 |
Bielak J, Ghattas O, Kim EJ. Parallel octree-based finite element method for large-scale earthquake ground motion simulation Cmes - Computer Modeling in Engineering and Sciences. 10: 99-112. DOI: 10.3970/Cmes.2005.010.099 |
0.401 |
|
2004 |
Papalou A, Bielak J. Nonlinear seismic response of earth dams with canyon interaction Journal of Geotechnical and Geoenvironmental Engineering. 130: 103-110. DOI: 10.1061/(ASCE)1090-0241(2004)130:1(103) |
0.365 |
|
2003 |
Hisada Y, Bielak J. A theoretical method for computing near-fault ground motions in layered half-spaces considering static offset due to surface faulting, with a physical interpretation of fling step and rupture directivity Bulletin of the Seismological Society of America. 93: 1154-1168. DOI: 10.1785/0120020165 |
0.339 |
|
2003 |
Yoshimura C, Bielak J, Hisada Y, Fernández A. Domain reduction method for three-dimensional earthquake modeling in localized regions, part II: Verification and applications Bulletin of the Seismological Society of America. 93: 825-840. DOI: 10.1785/0120010252 |
0.462 |
|
2003 |
Bielak J, Loukakis K, Hisada Y, Yoshimura C. Domain reduction method for three-dimensional earthquake modeling in localized regions, part I: Theory Bulletin of the Seismological Society of America. 93: 817-824. DOI: 10.1785/0120010251 |
0.461 |
|
2003 |
Stewart JP, Kim S, Bielak J, Dobry R, Power MS. Revisions to Soil-Structure Interaction Procedures in NEHRP Design Provisions Earthquake Spectra. 19: 677-696. DOI: 10.1193/1.1596213 |
0.307 |
|
2003 |
Akçelik V, Bielak J, Biros G, Epanomeritakis I, Fernández A, Ghattas O, Kim EJ, López J, O'Hallaron D, Tu T, Urbanic J. High resolution forward and inverse earthquake modeling on terascale computers Proceedings of the 2003 Acm/Ieee Conference On Supercomputing, Sc 2003. DOI: 10.1145/1048935.1050202 |
0.335 |
|
2003 |
Xu J, Bielak J, Ghattas O, Wang J. Three-dimensional nonlinear seismic groundmotion modeling in basins Physics of the Earth and Planetary Interiors. 137: 81-95. DOI: 10.1016/S0031-9201(03)00009-8 |
0.527 |
|
2001 |
Papalou A, Bielak J. Seismic elastic response of Earth dams with canyon interaction Journal of Geotechnical and Geoenvironmental Engineering. 127: 446-453. DOI: 10.1061/(ASCE)1090-0241(2001)127:5(446) |
0.378 |
|
1999 |
Bielak J, Xu J, Ghattas O. Earthquake ground motion and structural response in alluvial valleys Journal of Geotechnical and Geoenvironmental Engineering. 125: 413-423. DOI: 10.1061/(Asce)1090-0241(1999)125:5(413) |
0.485 |
|
1998 |
Bao H, Bielak J, Ghattas ON, Kallivokas LF, O'Hallaron DR, Shewchuk JR, Xu J. Large-scale simulation of elastic wave propagation in heterogeneous media on parallel computers Computer Methods in Applied Mechanics and Engineering. 152: 85-102. DOI: 10.1016/S0045-7825(97)00183-7 |
0.425 |
|
1998 |
Bao H, Bielak J, Ghattas O, Kallivokas LF, O'Hallaron DR, Shewchuk JR, Xu J. Large-scale simulation of elastic wave propagation in heterogeneous media on parallel computers Computer Methods in Applied Mechanics and Engineering. 152: 85-102. |
0.319 |
|
1997 |
Kallivokas LF, Bielak J, MacCamy RC. A simple impedance-infinite element for the finite element solution of the three-dimensional wave equation in unbounded domains Computer Methods in Applied Mechanics and Engineering. 147: 235-262. DOI: 10.1016/S0045-7825(97)00031-5 |
0.376 |
|
1995 |
Kallivokas LF, Bielak J. A Time-Domain Impedance Element for FEA of Axisymmetric Exterior Structural Acoustics Journal of Vibration and Acoustics. 117: 145-151. DOI: 10.1115/1.2873858 |
0.382 |
|
1995 |
Zeng X, Bielak J. Stable symmetric finite element - boundary integral coupling methods for fluid-structure interface problems Engineering Analysis With Boundary Elements. 15: 79-91. DOI: 10.1016/0955-7997(95)00021-F |
0.391 |
|
1995 |
Bielak J, Maccamy RC, Zeng X. Stable coupling method for interface scattering problems by combined integral equations and finite elements Journal of Computational Physics. 119: 374-384. DOI: 10.1006/Jcph.1995.1141 |
0.349 |
|
1994 |
Zeng X, Bielak J. Stability assessment of a unified variational boundary integral method applicable to thin scatterers and scatterers with corners Computer Methods in Applied Mechanics and Engineering. 111: 305-321. DOI: 10.1016/0045-7825(94)90136-8 |
0.33 |
|
1994 |
Zeng X, Bielak J. Exterior stable domain segmentation integral equation method for scattering problems International Journal For Numerical Methods in Engineering. 37: 777-792. DOI: 10.1002/Nme.1620370505 |
0.323 |
|
1993 |
Kallivokas LF, Bielak J. An element for the analysis of transient exterior fluid-structure interaction problems using the FEM Finite Elements in Analysis and Design. 15: 69-81. DOI: 10.1016/0168-874X(93)90071-W |
0.415 |
|
1993 |
Zeng X, Kallivokas LF, Bielak J. A symmetric variational finite element-boundary integral equation coupling method Computers and Structures. 46: 995-1000. DOI: 10.1016/0045-7949(93)90085-R |
0.342 |
|
1992 |
Zeng X, Kallivokas oF, Bielak J. Stable localized symmetric integral equation method for acoustic scattering problems Journal of the Acoustical Society of America. 91: 2510-2518. DOI: 10.1121/1.402987 |
0.335 |
|
1992 |
Zeng X, Bielak J, MacCamy RC. Stable variational coupling method for fluid-structure interaction in semi-infinite media Journal of Vibration and Acoustics, Transactions of the Asme. 114: 387-396. DOI: 10.1115/1.2930274 |
0.374 |
|
1992 |
Eisenberger M, Bielak J. Finite beams on infinite two-parameter elastic foundations Computers and Structures. 42: 661-664. DOI: 10.1016/0045-7949(92)90133-K |
0.303 |
|
1991 |
Bielak J, MacCamy RC. Symmetric finite element and boundary integral coupling methods for fluid-solid interaction Quarterly of Applied Mathematics. 49: 107-119. DOI: 10.1090/Qam/1096235 |
0.345 |
|
1991 |
Trochanis AM, Bielak J, Christiano P. Simplified model for analysis of one or two piles Journal of Geotechnical Engineering. 117: 448-465. DOI: 10.1061/(ASCE)0733-9410(1991)117:3(448) |
0.319 |
|
1991 |
Trochanis AM, Bielak J, Christiano P. Three-dimensional nonlinear study of piles Journal of Geotechnical Engineering. 117: 429-447. DOI: 10.1061/(ASCE)0733-9410(1991)117:3(429) |
0.31 |
|
1991 |
Bielak J, Maccamy RC, McGhee DS, Barry A. Unified symmetric bem-fem for site effects on ground motion—sh waves Journal of Engineering Mechanics. 117: 2265-2285. DOI: 10.1061/(ASCE)0733-9399(1991)117:10(2265) |
0.392 |
|
1991 |
Siller TJ, Christiano PP, Bielak J. Seismic response of tied‐back retaining walls Earthquake Engineering & Structural Dynamics. 20: 605-620. DOI: 10.1002/Eqe.4290200702 |
0.401 |
|
1990 |
Bielak J, MacCamy RC. Dissipative boundary conditions for one-dimensional wave propagation Journal of Integral Equations and Applications. 2: 307-331. DOI: 10.1216/Jiea/1181075566 |
0.307 |
|
1989 |
Bielak J, Romo M. Working group conclusions on geotechnical engineering and foundations Reducing Earthquake Hazards: Lessons Learned From the 1985 Mexico Earthquake. 56-58. |
0.307 |
|
1987 |
Bazan E, Bielak J. Earthquake Response of Nonlinear Building-Foundation Systems Developments in Geotechnical Engineering. 43: 13-24. DOI: 10.1016/B978-0-444-98957-4.50006-5 |
0.339 |
|
1986 |
Siller TJ, Coronato JA, Bielak J, Christiano PP. NONLINEAR SEISMIC RESPONSE OF RETAINING WALLS . 1: 599-610. |
0.37 |
|
1986 |
Bielak J, Sudarbo H, Morse DV. COUPLED LATERAL-ROCKING-TORSIONAL RESPONSE OF STRUCTURES WITH EMBEDDED FOUNDATIONS DUE TO SH-WAVES . 2: 811-822. |
0.369 |
|
1975 |
BIELAK J. DYNAMIC BEHAVIOR OF STRUCTURES WITH EMBEDDED FOUNDATIONS Earthquake Engineering and Structural Dynamics. 3. |
0.356 |
|
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