Relevant bibliographies by topics / C-PSW/CF

Academic literature on the topic 'C-PSW/CF'

Author: Grafiati
Published: 10 December 2022
Last updated: 29 January 2023

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Journal articles on the topic "C-PSW/CF"

1

Kizilarslan, Emre, and Michel Bruneau. "Hysteretic behavior of repaired C-shaped concrete filled-composite plate shear walls (C-PSW/CF)." Engineering Structures 241 (August 2021): 112410. http://dx.doi.org/10.1016/j.engstruct.2021.112410.

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2

Harmon, Joshua R., and Amit H. Varma. "Local buckling of steel faceplates anchored to concrete infill in C-PSW/CF." Thin-Walled Structures 167 (October 2021): 108230. http://dx.doi.org/10.1016/j.tws.2021.108230.

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3

Kizilarslan, Emre, Morgan Broberg, Soheil Shafaei, Amit H. Varma, and Michel Bruneau. "Non-linear analysis models for Composite Plate Shear Walls-Concrete Filled (C-PSW/CF)." Journal of Constructional Steel Research 184 (September 2021): 106803. http://dx.doi.org/10.1016/j.jcsr.2021.106803.

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4

Shafaei, Soheil, Amit H. Varma, Morgan Broberg, and Ron Klemencic. "Modeling the cyclic behavior of composite plate shear walls/concrete filled (C-PSW/ CF)." Journal of Constructional Steel Research 184 (September 2021): 106810. http://dx.doi.org/10.1016/j.jcsr.2021.106810.

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5

Taghipour Anvari, Ataollah, Saahastaranshu R. Bhardwaj, Shivam Sharma, and Amit H. Varma. "Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation." Engineering Structures 271 (November 2022): 114883. http://dx.doi.org/10.1016/j.engstruct.2022.114883.

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6

Polat, Erkan. "Boundary plate influence on tie bars axial force demands in composite plate shear walls‒concrete filled." Challenge Journal of Structural Mechanics 8, no. 4 (December 13, 2022): 166. http://dx.doi.org/10.20528/cjsmec.2022.04.005.

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Abstract:
In composite plate shear walls–concrete filled (C-PSW/CF), there is an indeterminate flow of force between concrete, steel plate and tie bars. Finite element methods (FEM) are frequently used to verify this force flow. The theoretical models available in the literature to predict the tie bar maximum axial force demands were based on walls without boundary plates. The finding in this study is intended to help understand whether current theoretical approaches are conservative and can be applied to boundary plate walls as well. Within the scope of this study, tie bar axial force demands for walls with boundary plates consisting of planar and round shapes and without boundary plates were investigated and compared. For this, a previously benchmarked finite element (FE) wall model was considered and configured to have no boundary plate and have planar and round boundary plates. FE models were analyzed under monotonic lateral displacement up to 4% drift ratio. Passive lateral pressures and transverse force variations on the planar and round boundary plates were investigated.
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Polat, Erkan. "Investigation of influence of concrete material models on cyclic inelastic response of a concrete filled composite plate shear wall." Challenge Journal of Structural Mechanics 6, no. 2 (June 17, 2020): 91. http://dx.doi.org/10.20528/cjsmec.2020.02.006.

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Abstract:
A previously benchmarked finite element model of a previously tested composite plate shear wall-concrete filled (C-PSW/CF) was used to investigate the influence of three concrete material models on in-plane cyclic inelastic wall response, using LS-Dyna. The concrete material models considered were the Winfrith, KCC and CSCM, all available in LS-Dyna. Wall moment hysteresis, using the three concrete material models, were obtained and compared. Individual contribution of the steel and concrete to total base moment was investigated for each wall with the three concrete material models. The numerical results obtained using the KCC and CSCM were compared against the benchmarked results obtained using the Winfrith concrete material model. Moment contribution of the steel web and the steel boundary on total base moment of the steel part of the wall and moment contribution of the concrete web and concrete boundary on total base moment of the concrete part of the wall were individually investigated. The wall models with the KCC and CSCM concrete models were observed to cannot capture wall pinching which was captured by the Winfrith concrete model. The wall strength was overpredicted by the CSCM concrete model and predicted reasonably by the KCC concrete model. Average axial stress distribution of the infill concrete was obtained to investigate wall neutral axis and the maximum attained concrete strength using the three concrete models. Concrete axial stress distribution showed some level of confinement for the concrete models considered.
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Reports on the topic "C-PSW/CF"

1

Agrawal, Shubham, Morgan Broberg, and Amit Varma. Seismic Design Coefficients for SpeedCore or Composit Plate shear Walls - Concrete Filled (C-PSW/CF) Final Project Report. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317125.

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