Year |
Citation |
Score |
2020 |
Shamsabadi A, Dasmeh A, Nojoumi A, Rollins KM, Taciroglu E. Lateral Capacity Model for Backfills Reacting against Skew-Angled Abutments under Seismic Loading Journal of Geotechnical and Geoenvironmental Engineering. 146: 4019129. DOI: 10.1061/(Asce)Gt.1943-5606.0002183 |
0.31 |
|
2020 |
Karakoç A, Paltakari J, Taciroglu E. Data-Driven Computational Homogenization Method Based on Euclidean Bipartite Matching Journal of Engineering Mechanics-Asce. 146: 4019132. DOI: 10.1061/(Asce)Em.1943-7889.0001708 |
0.326 |
|
2020 |
Peng W, Tang Z, Wang D, Cao X, Dai F, Taciroglu E. A forensic investigation of the Xiaoshan ramp bridge collapse Engineering Structures. 224: 111203. DOI: 10.1016/J.Engstruct.2020.111203 |
0.372 |
|
2020 |
Zhang W, Shokrabadi M, Bozorgnia Y, Taciroglu E. A methodology for fragility analysis of buried water pipes considering coupled horizontal and vertical ground motions Computers and Geotechnics. 126: 103709. DOI: 10.1016/J.Compgeo.2020.103709 |
0.375 |
|
2020 |
Ghahari SF, Abazarsa F, Ebrahimian H, Taciroglu E. Output‐only model updating of adjacent buildings from sparse seismic response records and identification of their common excitation Structural Control & Health Monitoring. 27. DOI: 10.1002/Stc.2597 |
0.307 |
|
2019 |
Seylabi EE, Agapaki E, Pitilakis D, Brandenberg S, Stewart JP, Taciroglu E. Centrifuge Testing of Circular and Rectangular Embedded Structures with Base Excitations Earthquake Spectra. 35: 1485-1505. DOI: 10.1193/110717Eqs232Dp |
0.308 |
|
2019 |
Sichani AD, Thambiratnam D, Chan T, Taciroglu E, Kouretzis G, Li Z. Coupled horizontal and vertical component analysis of strong ground motions for soil-pile-superstructure systems: Application to a bridge pier with soil-structure interaction Journal of Earthquake Engineering. 1-29. DOI: 10.1080/13632469.2019.1625829 |
0.415 |
|
2019 |
Dehghanpoor A, Thambiratnam D, Taciroglu E, Chan T. Soil-pile-superstructure interaction effects in seismically isolated bridges under combined vertical and horizontal strong ground motions Soil Dynamics and Earthquake Engineering. 126: 105753. DOI: 10.1016/J.Soildyn.2019.105753 |
0.402 |
|
2019 |
Peng W, Ding R, Xu W, Xu X, Dai F, Taciroglu E. A forensic analysis of the Florida International University pedestrian bridge collapse using incident video footages Engineering Structures. 200: 109732. DOI: 10.1016/J.Engstruct.2019.109732 |
0.338 |
|
2019 |
Xie Y, Zheng Q, Yang CW, Zhang W, DesRoches R, Padgett JE, Taciroglu E. Probabilistic models of abutment backfills for regional seismic assessment of highway bridges in California Engineering Structures. 180: 452-467. DOI: 10.1016/J.Engstruct.2018.11.058 |
0.41 |
|
2019 |
Zhang W, Seylabi EE, Taciroglu E. An ABAQUS toolbox for soil-structure interaction analysis Computers and Geotechnics. 114: 103143. DOI: 10.1016/J.Compgeo.2019.103143 |
0.403 |
|
2019 |
Zhang W, Seylabi EE, Taciroglu E. A quantitative assessment of the NCHRP 611 method for soil-structure interaction analysis of buried circular structures & a proposed improvement Computers and Geotechnics. 113: 103103. DOI: 10.1016/J.Compgeo.2019.103103 |
0.409 |
|
2019 |
Xu S, Lawal AI, Shamsabadi A, Taciroglu E. Estimation of static earth pressures for a sloping cohesive backfill using extended Rankine theory with a composite log-spiral failure surface Acta Geotechnica. 14: 579-594. DOI: 10.1007/S11440-018-0673-2 |
0.4 |
|
2018 |
Seylabi EE, Jeong C, Dashti S, Hushmand A, Taciroglu E. Seismic response of buried reservoir structures: a comparison of numerical simulations with centrifuge experiments Soil Dynamics and Earthquake Engineering. 109: 89-101. DOI: 10.1016/J.Soildyn.2018.03.003 |
0.403 |
|
2018 |
Ghahari SF, Abazarsa F, Jeong C, Kurtuluş A, Taciroglu E. Blind identification of site effects and bedrock motion from surface response signals Soil Dynamics and Earthquake Engineering. 107: 322-331. DOI: 10.1016/J.Soildyn.2018.01.045 |
0.308 |
|
2018 |
Xu X, Wang J, Wei J, Taciroglu E, Dai F, Peng W. A forensic investigation of the Taihe arch bridge collapse Engineering Structures. 176: 881-891. DOI: 10.1016/J.Engstruct.2018.09.011 |
0.355 |
|
2018 |
Xu S, Kannangara KKPM, Taciroglu E. Analysis of the stress distribution across a retaining wall backfill Computers and Geotechnics. 103: 13-25. DOI: 10.1016/J.Compgeo.2018.07.001 |
0.379 |
|
2018 |
Ghahari SF, Abazarsa F, Taciroglu E. Probabilistic blind identification of site effects from ground surface signals Bulletin of Earthquake Engineering. 16: 1079-1104. DOI: 10.1007/S10518-017-0253-0 |
0.313 |
|
2017 |
Peng W, Zhao H, Dai F, Taciroglu E. Analytical Method for Overturning Limit Analysis of Single-Column Pier Bridges Journal of Performance of Constructed Facilities. 31: 4017007. DOI: 10.1061/(Asce)Cf.1943-5509.0000999 |
0.352 |
|
2017 |
Gash R, Seylabi EE, Taciroglu E. Implementation and stability analysis of discrete-time filters for approximating frequency-dependent impedance functions in the time domain Soil Dynamics and Earthquake Engineering. 94: 223-233. DOI: 10.1016/J.Soildyn.2017.01.021 |
0.36 |
|
2017 |
Taciroglu E, Ghahari SF, Abazarsa F. Efficient model updating of a multi-story frame and its foundation stiffness from earthquake records using a timoshenko beam model Soil Dynamics and Earthquake Engineering. 92: 25-35. DOI: 10.1016/J.Soildyn.2016.09.041 |
0.449 |
|
2017 |
Seylabi EE, Jeong C, Taciroglu E. Modal and nodal impedance functions for truncated semi-infinite soil domains Soil Dynamics and Earthquake Engineering. 92: 192-202. DOI: 10.1016/J.Soildyn.2016.09.037 |
0.403 |
|
2017 |
Omrani R, Mobasher B, Sheikhakbari S, Zareian F, Taciroglu E. Variability in the predicted seismic performance of a typical seat-type California bridge due to epistemic uncertainties in its abutment backfill and shear-key models Engineering Structures. 148: 718-738. DOI: 10.1016/J.Engstruct.2017.07.018 |
0.425 |
|
2017 |
Seylabi EE, Kurtuluş A, Stokoe KH, Taciroglu E. Interaction of a pile with layered-soil under vertical excitations: field experiments versus numerical simulations Bulletin of Earthquake Engineering. 15: 3529-3553. DOI: 10.1007/S10518-017-0099-5 |
0.413 |
|
2017 |
Wang X, Prakash A, Chen J, Taciroglu E. Variationally consistent coupling of non-matching discretizations for large deformation problems Computational Mechanics. 60: 465-478. DOI: 10.1007/S00466-017-1417-0 |
0.6 |
|
2017 |
Ghahari SF, Abazarsa F, Taciroglu E. Blind modal identification of non-classically damped structures under non-stationary excitations Structural Control & Health Monitoring. 24. DOI: 10.1002/Stc.1925 |
0.349 |
|
2017 |
Zhang W, Seylabi EE, Taciroglu E. Validation of a three‐dimensional constitutive model for nonlinear site response and soil‐structure interaction analyses using centrifuge test data International Journal For Numerical and Analytical Methods in Geomechanics. 41: 1828-1847. DOI: 10.1002/Nag.2702 |
0.409 |
|
2016 |
Jung J, Taciroglu E. A divide-alternate-and-conquer approach for localization and shape identification of multiple scatterers in heterogeneous media using dynamic XFEM Inverse Problems and Imaging. 10: 165-193. DOI: 10.3934/Ipi.2016.10.165 |
0.581 |
|
2016 |
Taciroglu E, Çelebi M, Ghahari SF, Abazarsa F. An Investigation of Soil-Structure Interaction Effects Observed at the MIT Green Building Earthquake Spectra. 32: 2425-2448. DOI: 10.1193/072215Eqs118M |
0.358 |
|
2016 |
Abazarsa F, Nateghi F, Ghahari SF, Taciroglu E. Extended Blind Modal Identification Technique for Nonstationary Excitations and Its Verification and Validation Journal of Engineering Mechanics-Asce. 142: 4015078. DOI: 10.1061/(Asce)Em.1943-7889.0000990 |
0.365 |
|
2016 |
Lotfollahi M, Alinia MM, Taciroglu E. Nonlinear Performance Evaluation of Diagonally and X-Braced Moment Resisting Frame Systems: Buckling and Post–Buckling Responses Procedia Engineering. 145: 1193-1200. DOI: 10.1016/J.Proeng.2016.04.154 |
0.393 |
|
2016 |
Young BA, Fujii AMK, Thiele AM, Kumar A, Sant G, Taciroglu E, Pilon L. Effective elastic moduli of core-shell-matrix composites Mechanics of Materials. 92: 94-106. DOI: 10.1016/J.Mechmat.2015.09.006 |
0.336 |
|
2016 |
Lotfollahi M, Alinia MM, Taciroglu E. Validated finite element techniques for quasi-static cyclic response analyses of braced frames at sub-member scales Engineering Structures. 106: 222-242. DOI: 10.1016/J.Engstruct.2015.07.049 |
0.425 |
|
2016 |
Esmaeilzadeh Seylabi E, Jeong C, Taciroglu E. On numerical computation of impedance functions for rigid soil-structure interfaces embedded in heterogeneous half-spaces Computers and Geotechnics. 72: 15-27. DOI: 10.1016/J.Compgeo.2015.11.001 |
0.386 |
|
2016 |
Khalili-Tehrani P, Shamsabadi A, Stewart JP, Taciroglu E. Backbone curves with physical parameters for passive lateral response of homogeneous abutment backfills Bulletin of Earthquake Engineering. 1-21. DOI: 10.1007/S10518-016-9934-3 |
0.401 |
|
2016 |
Ghahari SF, Abazarsa F, Avci O, Çelebi M, Taciroglu E. Blind identification of the Millikan Library from earthquake data considering soil-structure interaction Structural Control and Health Monitoring. 23: 684-706. DOI: 10.1002/Stc.1803 |
0.379 |
|
2015 |
Zareian F, Kaviani P, Taciroglu E. Multiphase performance assessment of structural response to seismic excitations Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001224 |
0.366 |
|
2015 |
Xu SY, Shamsabadi A, Taciroglu E. Evaluation of active and passive seismic earth pressures considering internal friction and cohesion Soil Dynamics and Earthquake Engineering. 70: 30-47. DOI: 10.1016/J.Soildyn.2014.11.004 |
0.375 |
|
2015 |
Asgari S, Stafsudd JZ, Hudson RE, Yao K, Taciroglu E. Moving source localization using seismic signal processing Journal of Sound and Vibration. 335: 384-396. DOI: 10.1016/J.Jsv.2014.09.027 |
0.308 |
|
2015 |
Dong SB, Carbas S, Taciroglu E. Corrigendum to “On principal shear axes for correction factors in Timoshenko beam theory” [Int. J. Solids Struct. 50 (2013) 1681–1688] International Journal of Solids and Structures. 62: 274. DOI: 10.1016/J.Ijsolstr.2015.02.015 |
0.311 |
|
2015 |
Lotfollahi M, Alinia MM, Taciroglu E. Criteria for balanced design of diagonally braced moment resisting frames based on hierarchical yielding and failure sequences and their application Engineering Structures. 87: 198-219. DOI: 10.1016/J.Engstruct.2014.12.010 |
0.379 |
|
2014 |
Khalili-Tehrani P, Ahlberg ER, Rha C, Lemnitzer A, Stewart JP, Taciroglu E, Wallace JW. Nonlinear load-deflection behavior of reinforced concrete drilled piles in stiff clay Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0000957 |
0.609 |
|
2014 |
Prakash A, Taciroglu E, Hjelmstad KD. Computationally efficient multi-time-step method for partitioned time integration of highly nonlinear structural dynamics Computers and Structures. 133: 51-63. DOI: 10.1016/J.Compstruc.2013.11.013 |
0.724 |
|
2014 |
Jung J, Taciroglu E. Modeling and identification of an arbitrarily shaped scatterer using dynamic XFEM with cubic splines Computer Methods in Applied Mechanics and Engineering. 278: 101-118. DOI: 10.1016/J.Cma.2014.05.001 |
0.591 |
|
2014 |
Ghahari SF, Abazarsa F, Ghannad MA, Çelebi M, Taciroglu E. Blind modal identification of structures from spatially sparse seismic response signals Structural Control and Health Monitoring. 21: 649-674. DOI: 10.1002/Stc.1593 |
0.385 |
|
2013 |
Abazarsa F, Nateghi F, Ghahari SF, Taciroglu E. Blind modal identification of non-classically damped systems from free or ambient vibration records Earthquake Spectra. 29: 1137-1157. DOI: 10.1193/031712Eqs093M |
0.37 |
|
2013 |
Jeong C, Seylabi EE, Taciroglu E. A Time-Domain Substructuring Method for Dynamic Soil Structure Interaction Analysis of Arbitrarily Shaped Foundation Systems on Heterogeneous Media Computing in Civil Engineering. 346-353. DOI: 10.1061/9780784413029.044 |
0.384 |
|
2013 |
Soyoz S, Taciroglu E, Orakcal K, Nigbor R, Skolnik D, Lus H, Safak E. Ambient and forced vibration testing of a reinforced concrete building before and after its seismic retrofitting Journal of Structural Engineering (United States). 139: 1741-1752. DOI: 10.1061/(Asce)St.1943-541X.0000568 |
0.309 |
|
2013 |
Omrani R, Hudson RE, Taciroglu E. Parametric identification of nondegrading hysteresis in a laterally and torsionally coupled building using an unscented Kalman filter Journal of Engineering Mechanics. 139: 452-468. DOI: 10.1061/(Asce)Em.1943-7889.0000498 |
0.392 |
|
2013 |
Shamsabadi A, Xu SY, Taciroglu E. A generalized log-spiral-Rankine limit equilibrium model for seismic earth pressure analysis Soil Dynamics and Earthquake Engineering. 49: 197-209. DOI: 10.1016/J.Soildyn.2013.02.020 |
0.4 |
|
2013 |
Ghahari SF, Ghannad MA, Taciroglu E. Blind identification of soil-structure systems Soil Dynamics and Earthquake Engineering. 45: 56-69. DOI: 10.1016/J.Soildyn.2012.11.005 |
0.362 |
|
2013 |
Dong SB, Çarbaş S, Taciroglu E. On principal shear axes for correction factors in Timoshenko beam theory International Journal of Solids and Structures. 50: 1681-1688. DOI: 10.1016/J.Ijsolstr.2013.01.034 |
0.34 |
|
2013 |
Jung J, Jeong C, Taciroglu E. Identification of a scatterer embedded in elastic heterogeneous media using dynamic XFEM Computer Methods in Applied Mechanics and Engineering. 259: 50-63. DOI: 10.1016/J.Cma.2013.03.001 |
0.582 |
|
2013 |
Harb R, Taciroglu E, Ghoniem N. Partitioning of elastic energy in open-cell foams under finite deformations Acta Materialia. 61: 1454-1468. DOI: 10.1016/J.Actamat.2012.11.022 |
0.713 |
|
2013 |
Ghahari SF, Abazarsa F, Ghannad MA, Taciroglu E. Response-only modal identification of structures using strong motion data Earthquake Engineering and Structural Dynamics. 42: 1221-1242. DOI: 10.1002/Eqe.2268 |
0.389 |
|
2012 |
Elmer VII W, Taciroglu E, McMichael L. Dynamic strength increase of plain concrete from high strain rate plasticity with shear dilation International Journal of Impact Engineering. 45: 1-15. DOI: 10.1016/J.Ijimpeng.2012.01.003 |
0.353 |
|
2012 |
Elmer W, Chen JS, Puso M, Taciroglu E. A stable, meshfree, nodal integration method for nearly incompressible solids Finite Elements in Analysis and Design. 51: 81-85. DOI: 10.1016/J.Finel.2011.11.001 |
0.633 |
|
2012 |
Kaviani P, Zareian F, Taciroglu E. Seismic behavior of reinforced concrete bridges with skew-angled seat-type abutments Engineering Structures. 45: 137-150. DOI: 10.1016/J.Engstruct.2012.06.013 |
0.372 |
|
2012 |
Omrani R, Hudson RE, Taciroglu E. Story-by-story estimation of the stiffness parameters of laterally-torsionally coupled buildings using forced or ambient vibration data: II. Application to experimental data Earthquake Engineering and Structural Dynamics. 41: 1635-1649. DOI: 10.1002/Eqe.1193 |
0.356 |
|
2012 |
Omrani R, Hudson RE, Taciroglu E. Story-by-story estimation of the stiffness parameters of laterally-torsionally coupled buildings using forced or ambient vibration data: I. Formulation and verification Earthquake Engineering and Structural Dynamics. 41: 1609-1634. DOI: 10.1002/Eqe.1192 |
0.365 |
|
2010 |
Lemnitzer A, Khalili-Tehrani P, Ahlberg ER, Rha C, Taciroglu E, Wallace JW, Stewart JP. Nonlinear efficiency of bored pile group under lateral loading Journal of Geotechnical and Geoenvironmental Engineering. 136: 1673-1685. DOI: 10.1061/(Asce)Gt.1943-5606.0000383 |
0.606 |
|
2010 |
Shamsabadi A, Khalili-Tehrani P, Stewart JP, Taciroglu E. Validated simulation models for lateral response of bridge abutments with typical backfills Journal of Bridge Engineering. 15: 302-311. DOI: 10.1061/(Asce)Be.1943-5592.0000058 |
0.436 |
|
2010 |
Dong SB, Alpdogan C, Taciroglu E. Much ado about shear correction factors in Timoshenko beam theory International Journal of Solids and Structures. 47: 1651-1665. DOI: 10.1016/J.Ijsolstr.2010.02.018 |
0.711 |
|
2010 |
Alpdogan C, Dong SB, Taciroglu E. A method of analysis for end and transitional effects in anisotropic cylinders International Journal of Solids and Structures. 47: 947-956. DOI: 10.1016/J.Ijsolstr.2009.12.009 |
0.717 |
|
2010 |
Elmer W, Stafsudd JZ, Taciroglu E. Performance of equilibrium-based system identification algorithms with incomplete state data Engineering Structures. 32: 483-497. DOI: 10.1016/J.Engstruct.2009.10.010 |
0.61 |
|
2009 |
Taciroglu E, Acharya A, Namazifard A, Parsons ID. Arbitrary Lagrangian-Eulerian methods for analysis of regressing solid domains and interface tracking Computers and Structures. 87: 355-367. DOI: 10.1016/J.Compstruc.2008.12.008 |
0.395 |
|
2009 |
Liu CW, Taciroglu E. Shape optimization of piezoelectric devices using an enriched meshfree method International Journal For Numerical Methods in Engineering. 78: 151-171. DOI: 10.1002/Nme.2479 |
0.376 |
|
2008 |
Liu CW, Taciroglu E. A semi-analytic meshfree method for Almansi-Michell problems of piezoelectric cylinders International Journal of Solids and Structures. 45: 2379-2398. DOI: 10.1016/J.Ijsolstr.2007.12.001 |
0.415 |
|
2007 |
Rha C, Taciroglu E. Coupled macroelement model of soil-structure interaction in deep foundations Journal of Engineering Mechanics. 133: 1326-1340. DOI: 10.1061/(Asce)0733-9399(2007)133:12(1326) |
0.649 |
|
2007 |
Liu CW, Taciroglu E. Numerical analysis of end effects in laminated piezoelectric circular cylinders Computer Methods in Applied Mechanics and Engineering. 196: 2173-2186. DOI: 10.1016/J.Cma.2006.11.012 |
0.389 |
|
2007 |
Yu E, Taciroglu E, Wallace JW. Parameter identification of framed structures using an improved finite element model-updating method - Part I: Formulation and verification Earthquake Engineering and Structural Dynamics. 36: 619-639. DOI: 10.1002/Eqe.646 |
0.416 |
|
2007 |
Yu E, Wallace JW, Taciroglu E. Parameter identification of framed structures using an improved finite element model-updating method - Part II: Application to experimental data Earthquake Engineering and Structural Dynamics. 36: 641-660. DOI: 10.1002/Eqe.645 |
0.435 |
|
2006 |
Taciroglu E, Rha C, Wallace JW. A robust macroelement model for soil-pile interaction under cyclic loads Journal of Geotechnical and Geoenvironmental Engineering. 132: 1304-1314. DOI: 10.1061/(Asce)1090-0241(2006)132:10(1304) |
0.619 |
|
2006 |
Bai H, Shah AH, Dong SB, Taciroglu E. End reflections in a layered piezoelectric circular cylinder International Journal of Solids and Structures. 43: 6309-6325. DOI: 10.1016/J.Ijsolstr.2005.08.013 |
0.306 |
|
2006 |
Liu CW, Taciroglu E. Enriched reproducing kernel particle method for piezoelectric structures with arbitrary interfaces International Journal For Numerical Methods in Engineering. 67: 1565-1586. DOI: 10.1002/Nme.1684 |
0.347 |
|
2005 |
Taciroglu E, Liu CW. Analysis and design of multimodal piezoelectric layered tubular sensors and actuators Smart Materials and Structures. 14: 605-614. DOI: 10.1088/0964-1726/14/4/019 |
0.38 |
|
2005 |
Hjelmstad KD, Taciroglu E. Variational basis of nonlinear flexibility methods for structural analysis of frames Journal of Engineering Mechanics. 131: 1157-1169. DOI: 10.1061/(Asce)0733-9399(2005)131:11(1157) |
0.679 |
|
2004 |
Bai H, Taciroglu E, Dong SB, Shah AH. Elastodynamic Green's functions for a laminated piezoelectric cylinder International Journal of Solids and Structures. 41: 6335-6350. DOI: 10.1016/J.Ijsolstr.2004.05.017 |
0.372 |
|
2004 |
Taciroglu E, Liu CW, Dong SB, Chun CK. Analysis of laminated piezoelectric circular cylinders under axisymmetric mechanical and electrical loads with a semi-analytic finite element method International Journal of Solids and Structures. 41: 5185-5208. DOI: 10.1016/J.Ijsolstr.2004.04.001 |
0.436 |
|
2003 |
Hjelmstad KD, Taciroglu E. Mixed variational methods for finite element analysis of geometrically non-linear, inelastic Bernoulli-Euler beams Communications in Numerical Methods in Engineering. 19: 809-832. DOI: 10.1002/Cnm.622 |
0.68 |
|
2002 |
Taciroglu E, Hjelmstad KD. Simple nonlinear model for elastic response of cohesionless granular materials Journal of Engineering Mechanics. 128: 969-978. DOI: 10.1061/(Asce)0733-9399(2002)128:9(969) |
0.67 |
|
2002 |
Hjelmstad KD, Taciroglu E. Mixed methods and flexibility approaches for nonlinear frame analysis Journal of Constructional Steel Research. 58: 967-993. DOI: 10.1016/S0143-974X(01)00100-6 |
0.697 |
|
2000 |
Hjelmstad KD, Taciroglu E. Analysis and implementation of resilient modulus models for granular solids Journal of Engineering Mechanics. 126: 821-830. DOI: 10.1061/(Asce)0733-9399(2000)126:8(821) |
0.682 |
|
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