Works matching IS 00988847 AND DT 2022 AND VI 51 AND IP 4
Results: 15
Demand‐oriented performance assessment using models of different degree of complexity.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 998, doi. 10.1002/eqe.3601
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- Article
Energy dissipation in reinforced concrete members before or after yielding.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 974, doi. 10.1002/eqe.3600
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- Article
Insight into energy dissipation behavior of a SDOF structure controlled by the pounding tuned mass damper system.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 958, doi. 10.1002/eqe.3599
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- Article
Damping considerations for rocking block dynamics using the discrete element method.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 935, doi. 10.1002/eqe.3598
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- Article
A seismic fragility model accounting for torsional irregularity in low‐rise non‐ductile RC moment‐resisting frames.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 912, doi. 10.1002/eqe.3597
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Earthquake ground motion estimation for buildings using absolute floor acceleration response data.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 896, doi. 10.1002/eqe.3596
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- Article
Nonlinear seismic performance study of D‐type self‐centering eccentric braced frames with sliding rocking link beams.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 875, doi. 10.1002/eqe.3595
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Generation of floor and tertiary response spectra of structures under seismic excitations at multiple supports.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 853, doi. 10.1002/eqe.3594
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- Article
Stability of laterally unsupported shear links in eccentrically braced frames.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 832, doi. 10.1002/eqe.3593
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Seismic assessment approaches for mass‐dominant sliding contents: The case of storage racks.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 812, doi. 10.1002/eqe.3592
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- Article
A Macro‐Distinct Element Model (M‐DEM) for simulating in‐plane/out‐of‐plane interaction and combined failure mechanisms of unreinforced masonry structures.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 793, doi. 10.1002/eqe.3591
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- Article
Wave propagation in a doubly tapered shear beam: Model and application to a pyramid‐shaped skyscraper.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 764, doi. 10.1002/eqe.3590
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- Article
Non‐linear dynamic analysis of buildings founded on piles: Simplified modelling strategies for soil‐foundation‐structure interaction.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 744, doi. 10.1002/eqe.3589
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- Article
Improved correlation between foundation and free‐field ground motions through strong motion recordings and kinematic soil–structure interaction analyses.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 725, doi. 10.1002/eqe.3588
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- Article
Issue Information.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 4, p. 723, doi. 10.1002/eqe.3484
- Publication type:
- Article