GOOGLE SCHOLAR | RESEARCHGATE
Journal Articles
- Xu L, Tao MX, Nie JG, Fan JS, Taciroglu E (2017). “A numerical model for low-yield-point steel shear panel dampers with strain-range dependent hardening behavior,” ASCE J.. Struct. Engineering (accepted).
- Zhang W, Esmaeilzadeh Seylabi E, Taciroglu E (2017). “Validation of a three‑dimensional constitutive model for nonlinear site response and soil-structure interaction analyses using centrifuge test data,” Int. J. Num. & Anal. Meth. Geomechanics (accepted).
- Wang X, Prakash A, Chen JS, Taciroglu E (2017). “Variationally consistent coupling of non-matching discretizations for large deformation problems,” Computational Mechanics (accepted).
- Gash R, Esmaeilzadeh E, Taciroglu (2017). “Implementation and Stability Analysis of Discrete-Time Filters for Approximating Frequency-Dependent Impedance Functions in the Time domain,” Soil Dynamics & Eq. Engineering (accepted).
- Peng W, Dai F, Taciroglu (2017). “Overturning stability of single-column pier bridges” ASCE J. Performance of Const. Facilities (accepted).
- Omrani R, Mobasher B, Zareian F, Taciroglu (2017). Variability in the Predicted Seismic Performance of a Typical Seat-type Bridge Due to Epistemic Uncertainties in its Abutment Backfill and Shear-key Models,” Engineering Structures (accepted).
- Taciroglu E, Celebi M, Ghahari SF, Abazarsa F (2017). “An Investigation of Soil-Structure Interaction Effects Observed at the MIT Green Building,” Earthquake Spectra (in press, http://dx.doi.org/10.1193/072215EQS118M).
- Ghahari SF, Abazarsa F, Taciroglu E (2017). “Blind modal identification of non-classically damped structures under non-stationary excitations,” Structural Control & Health Monitoring (in press, DOI: 10.1002/stc.1925).
- Esmaeilzadeh E, Jeong C, Taciroglu E (2017). “Nodal and modal impedance functions for truncated semi-infinite soil domains,” Soil Dynamics and Earthquake Engineering, 92, 192-202.
- Taciroglu E, Ghahari SF, Abazarsa F (2017). “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.
more
Technical Reports
- Stewart, JP, Taciroglu E, Wallace JW, Ahlberg ER, Lemnitzer A, Rha CS, Khalili-Tehrani P, Keowen S, Nigbor RL, and Salamanca A (2007). “Full scale cyclic testing of foundation support systems for highway bridges. Part I: Drilled shaft foundations,” Report No. UCLA-SGEL 2007/01, Structural and Geotechnical Engineering Laboratory, University of California, Los Angeles.
- Stewart, JP, Taciroglu E, Wallace JW, Ahlberg ER, Lemnitzer A, Rha CS, Khalili-Tehrani P, Keowen S, Nigbor RL, and Salamanca A (2007). “Full scale cyclic testing of foundation support systems for highway bridges. Part II: Abutment backwalls,” Report No. UCLA-SGEL 2007/02, Structural and Geotechnical Engineering Laboratory, University of California, Los Angeles.
more
Student Theses
- Elnaz Esmaeilzadeh Seylabi (2016). “Reduced order modeling of soil structure interaction problems,” PhD Dissertation, University of California, Los Angeles CA. [download]
more
Conference Papers & Abstracts
- forthcoming …