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Author

Emre Kizilarslan

ORCID: 0000-0003-3014-1165
Observed ORCID: 0000-0003-3014-1165
OpenAlex ID: A5060741831
Cyclic behavior of c-shaped composite plate shear walls – Concrete filled
2020 · Hadi Kenarangi, Emre Kizilarslan, et al. · Engineering Structures · 46
Seismic design coefficients and factors for coupled composite plate shear walls/concrete filled (CC-PSW/CF)
2021 · Emre Kizilarslan, Morgan Broberg, et al. · Engineering Structures · 36
Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System
2022 · Morgan Broberg, Soheil Shafaei, et al. · Journal of Structural Engineering · 29
Cyclic Behavior of T-Shaped Composite Plate Shear Walls–Concrete Filled
2023 · Emre Kizilarslan, Michel Bruneau · Journal of Structural Engineering · 26
Non-linear analysis models for Composite Plate Shear Walls-Concrete Filled (C-PSW/CF)
2021 · Emre Kizilarslan, Morgan Broberg, et al. · Journal of Constructional Steel Research · 23
Hysteretic behavior of repaired C-shaped concrete filled-composite plate shear walls (C-PSW/CF)
2021 · Emre Kizilarslan, Michel Bruneau · Engineering Structures · 14
Finite element modeling of composite plate shear walls/concrete-filled (C-PSW/CF)
2024 · Emre Kizilarslan, Hadi Kenarangi, et al. · Structures · 6
Verification of Seismic Response Modification Factors of Uncoupled Composite Plate Shear Walls/Concrete Filled
2023 · Emre Kizilarslan, Michel Bruneau · Journal of Structural Engineering · 6
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System
2024 · Ashim Koirala, Emre Kizilarslan, et al. · Journal of Structural Engineering · 2
Canadian seismic design coefficients for coupled composite plate shear wall/concrete filled (CC-PSW/CF)
2024 · Ashim Koirala, Emre Kizilarslan, et al. · Canadian Journal of Civil Engineering · 2
Debonding strands as an anchorage zone crack control method for pretensioned concrete bulb-tee girders
2020 · Emre Kizilarslan, Pinar Okumus, et al. · PCI Journal · 2
Behavior of Stub-Walls with Different Sizes and Spacing of Tie Bars
2026 · Emre Kizilarslan, Michel Bruneau · International Journal of Steel Structures
De-bonding Strands as an Anchorage Zone Crack Control Method for Pretensioned Concrete Bulb-tee Bridge Girders Using Nonlinear Finite Element Analysis
2016 · Emre Kizilarslan · Minds at UW (University of Wisconsin)
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Implementation and Field Evaluation of Prestensioned Concrete Girder End Crack Control Methods
2016 · Michael G. Oliva, Pinar Okumus, et al.
Works count: 14
Citation count: 192
H-index: 6
I10-index: 6
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