INSPECT-SPSW: INelastic Seismic Performance Evaluation Computational Tool for Steel Plate Shear Wall Modeling in OpenSees
Abstract
:1. Introduction, Significance, and Limitations
1.1. Research Significance
1.2. INSPECT-SPSW Limitations and Potential Future Extensions
2. Software Description
3. Results and Illustrative Examples
3.1. Verification with a Numerical Study
3.2. Modeling of Experimental Specimens
3.2.1. Single Story SPSW: Vian and Bruneau Specimen
3.2.2. Two-Story SPSW: Qu et al. Specimen
3.2.3. Three-Story SPSW: Choi and Park Specimen
3.2.4. Four-Story SPSW: Driver et al. Specimen
4. Discussion and Impact
5. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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User Control | Main Functions |
---|---|
Model | creates general model parameters: number of stories, plate width, floor heights, base fixation model, number of plate strips, and the method to calculate tension stress angle. |
Materials | defines nonlinearity parameters: materials stress-strain curves and frame element models. |
Cross-section selections | selects the used W-shape sections from the entire database of sections. |
Cross-section properties | defines frame cross-section properties for frame elements and infill plates. |
Drawing | assigns selected sections and frame elements model for each story infill plate and boundary elements. |
Gravity load | defines gravity loads for SPSW and the leaning column for each story. |
Modal analysis | Sets the number of mode shapes, runs a TCL script for modal analysis, and shows the modal analysis results regarding Eigenvalue, period time, frequency modal mass participation factor, and the deformed mode of all solved modes. |
Spectral response | Sets design spectral response acceleration parameter at short periods and 1-s period (SDS) and (SD1), response modification coefficient (R-factor), Importance factor (I), and system overstrength (Ωo) for calculating spectral response, natural period (T), seismic response coefficient ( and design base shear (. |
Lateral loads | identifies the type of lateral load (monotonic pushover, cyclic loading, or time history dynamic analysis) and sets the sub-parameters, such as maximum drift displacement control, damping coefficients, or cycling loading record. |
Lateral analysis | triggers an event to generate a TCL script for lateral analysis, notifying the user if the analysis process is successful or not, providing the reason for failure, and reading analysis output files to restore it within the objects scheme. |
Final results | All analysis outputs include a pushover curve, node deformations, support reactions, normal, shear forces and bending moment diagrams, connections rotations, and infill strips stress-strain curves. |
Specimen | Scale | Measured Drift | Results | (%) | (kN) | (%) | (%) |
---|---|---|---|---|---|---|---|
TS1 | Full scale (1/1) | Inter-story drift | experimental | 2.5 | 2115 | 3.0 | 18 |
numerical | 2.6 | 2135 | 3.2 | 20 | |||
TS2 | Full scale (1/1) | first story drift | experimental | 3.0 | 4245 | 5.2 | 44 |
numerical | 2.9 | 4194 | 5.2 | 45 | |||
TS3 | one-third scale (1/3) | top story drift | experimental | 3.3 | 1961 | 5.2 | 37 |
numerical | 3.1 | 1971 | 5.0 | 37 | |||
TS4 | half-scale (1/2) | first story drift | experimental | 2.2 | 3135 | 4.0 | 15 |
numerical | 2.0 | 3057 | 4.1 | 15 |
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AlHamaydeh, M.; Maky, A.M.; Elkafrawy, M. INSPECT-SPSW: INelastic Seismic Performance Evaluation Computational Tool for Steel Plate Shear Wall Modeling in OpenSees. Buildings 2023, 13, 1078. https://doi.org/10.3390/buildings13041078
AlHamaydeh M, Maky AM, Elkafrawy M. INSPECT-SPSW: INelastic Seismic Performance Evaluation Computational Tool for Steel Plate Shear Wall Modeling in OpenSees. Buildings. 2023; 13(4):1078. https://doi.org/10.3390/buildings13041078
Chicago/Turabian StyleAlHamaydeh, Mohammad, Ahmed Mansour Maky, and Mohamed Elkafrawy. 2023. "INSPECT-SPSW: INelastic Seismic Performance Evaluation Computational Tool for Steel Plate Shear Wall Modeling in OpenSees" Buildings 13, no. 4: 1078. https://doi.org/10.3390/buildings13041078