Year |
Citation |
Score |
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 |
0.325 |
|
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 |
0.337 |
|
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 |
0.318 |
|
2015 |
Çelebi M, Ghahari SF, Taciroglu E. Unusual downhole and surface free-field records near the carquinez strait bridges during the 24 August 2014 M<sup>w</sup> 6.0 South Napa, California, Earthquake Seismological Research Letters. 86: 1128-1134. DOI: 10.1785/0220150041 |
0.311 |
|
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 |
0.409 |
|
2014 |
Çelebi M, Hisada Y, Omrani R, Taciroglu E. Responses of two tall buildings in Tokyo, Japan, before, during, and after the M9.0 Tohoku Earthquake of March 11, 2011 Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D3P843W6D |
0.624 |
|
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 |
0.366 |
|
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 |
0.368 |
|
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 |
0.425 |
|
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 |
0.686 |
|
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 |
0.365 |
|
2013 |
Ghahari SF, Ghannad MA, Norman J, Crewe A, Abazarsa F, Taciroglu E. Considering wave passage effects in blind identification of long-span bridges Conference Proceedings of the Society For Experimental Mechanics Series. 5: 53-66. DOI: 10.1007/978-1-4614-6564-5_6 |
0.336 |
|
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 |
0.422 |
|
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 |
0.438 |
|
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 |
0.67 |
|
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 |
0.688 |
|
2011 |
Lotfollahi M, Mehdi Alinia M, Taciroglu E. Inelastic buckling simulation of steel braces through explicit dynamic analyses Aip Conference Proceedings. 1389: 2012-2015. DOI: 10.1063/1.3637010 |
0.338 |
|
2011 |
Omrani R, Hudson RE, Taciroglu E. Story-by-story identification of multi-story frames from hysteretic response data Proceedings of the 8th International Conference On Structural Dynamics, Eurodyn 2011. 2390-2395. |
0.711 |
|
2010 |
Omrani R, Hudson RE, Taciroglu E. Parameter identification for hysteretic models of torsional-shear buildings Structures Congress 2010. 417-428. DOI: 10.1061/41130(369)39 |
0.689 |
|
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 |
0.314 |
|
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 |
0.312 |
|
2010 |
Khalili-Tehrani P, Taciroglu E, Shamsabadi A. Backbone curves for passive lateral response of walls with homogeneous backfills Soil-Foundation-Structure Interaction - Selected Papers From the International Workshop On Soil-Foundation-Structure Interaction, Sfsi 09. 149-154. |
0.377 |
|
2009 |
Omrani R, Hudson RE, Taciroglu E. A time-domain covariance-based parameter estimation method for torsional shear buildings Proceedings of the 2009 Structures Congress - Don'T Mess With Structural Engineers: Expanding Our Role. 1918-1927. DOI: 10.1061/41031(341)212 |
0.7 |
|
2007 |
Stafsudd JZ, Hudson RE, Taciroglu E, Yao K. Seismic-array signal processing for moving source localization Proceedings of Spie - the International Society For Optical Engineering. 6697. DOI: 10.1117/12.732713 |
0.301 |
|
2007 |
Yu E, Skolnik D, Wallace J, Taciroglu E. On forced vibration testing for quantifying damage in building structures Structural Engineering Research Frontiers. DOI: 10.1061/40944(249)75 |
0.399 |
|
2007 |
Skolnik D, Yu E, Wallace J, Taciroglu E. Modal system identification and finite element model updating of a 15-story building using earthquake and ambient vibration data Structural Engineering Research Frontiers. DOI: 10.1061/40944(249)74 |
0.378 |
|
2007 |
Khalili-Tehrani P, Ahlberg E, Rha C, Lemnitzer A, Salamanca A, Nigbor R, Stewart J, Wallace J, Taciroglu E. Field-testing and modeling of soil-structure interaction for highway support structures Structural Engineering Research Frontiers. DOI: 10.1061/40944(249)49 |
0.317 |
|
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 |
0.378 |
|
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 |
0.495 |
|
2006 |
Goulet C, Haselton CB, Mitrani-Reiser J, Stewart JP, Taciroglu E, Deierlein GG. Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building - Part I: Ground motion selection and structural collapse simulation 8th Us National Conference On Earthquake Engineering 2006. 8: 4589-4598. |
0.411 |
|
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 |
0.304 |
|
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) |
0.346 |
|
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