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Seismic performance assessment of self‐centering hybrid coupled walls: an 8‐story case study structure.
- Published in:
- CE/Papers, 2023, v. 6, n. 3/4, p. 2316, doi. 10.1002/cepa.2623
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- Publication type:
- Article
Experimental and numerical study of a damage‐free self‐centring link for seismic resilient EBFs.
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- CE/Papers, 2023, v. 6, n. 3/4, p. 898, doi. 10.1002/cepa.2474
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- Publication type:
- Article
Dynamic Increase Factors for progressive collapse anaylsis of steel structures accounting for column buckling.
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- CE/Papers, 2023, v. 6, n. 3/4, p. 358, doi. 10.1002/cepa.2387
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- Publication type:
- Article
Resilience Assessment of a two‐storey Steel Structure equipped with Innovative Connections.
- Published in:
- CE/Papers, 2023, v. 6, n. 3/4, p. 893, doi. 10.1002/cepa.2380
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- Publication type:
- Article
Seismic performance assessment of self‐centering hybrid coupled walls: an 8‐story case study structure.
- Published in:
- CE/Papers, 2023, v. 6, n. 2, p. 2316, doi. 10.1002/cepa.2623
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- Publication type:
- Article
Experimental and numerical study of a damage‐free self‐centring link for seismic resilient EBFs.
- Published in:
- CE/Papers, 2023, v. 6, n. 2, p. 898, doi. 10.1002/cepa.2474
- By:
- Publication type:
- Article
Dynamic Increase Factors for progressive collapse anaylsis of steel structures accounting for column buckling.
- Published in:
- CE/Papers, 2023, v. 6, n. 2, p. 358, doi. 10.1002/cepa.2387
- By:
- Publication type:
- Article
Resilience Assessment of a two‐storey Steel Structure equipped with Innovative Connections.
- Published in:
- CE/Papers, 2023, v. 6, n. 2, p. 893, doi. 10.1002/cepa.2380
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- Publication type:
- Article
Optimised Strategies for Seismic‐Resilient Self‐Centring Steel Moment Resisting Frames.
- Published in:
- CE/Papers, 2021, v. 4, n. 2-4, p. 2052, doi. 10.1002/cepa.1521
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- Publication type:
- Article
Seismic design of innovative steel frames with partially‐prefabricated infill walls.
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- CE/Papers, 2021, v. 4, n. 2-4, p. 1893, doi. 10.1002/cepa.1501
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- Article
Performance‐based assessment of seismic‐resilient steel moment resisting frames equipped with innovative column base connections.
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- CE/Papers, 2021, v. 4, n. 2-4, p. 1736, doi. 10.1002/cepa.1481
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- Publication type:
- Article
Seismic response of a steel resilient frame equipped with self‐centering column bases with friction devices.
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- CE/Papers, 2021, v. 4, n. 2-4, p. 1710, doi. 10.1002/cepa.1477
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- Publication type:
- Article
A Retrofit Method to Mitigate Progressive Collapse in Steel Structures.
- Published in:
- CE/Papers, 2021, v. 4, n. 2-4, p. 1246, doi. 10.1002/cepa.1418
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- Publication type:
- Article
Critical Comparison of Assessment Codes for Steel Moment Resisting Frames.
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- CE/Papers, 2021, v. 4, n. 2-4, p. 1006, doi. 10.1002/cepa.1390
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- Publication type:
- Article
Effects of ground-motion sequences on fragility and vulnerability of case-study reinforced concrete frames.
- Published in:
- Bulletin of Earthquake Engineering, 2021, v. 19, n. 15, p. 6329, doi. 10.1007/s10518-020-01006-8
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- Publication type:
- Article
Correction to: Observations from the 26th November 2019 Albania earthquake: the earthquake engineering field investigation team (EEFIT) mission.
- Published in:
- 2021
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- Publication type:
- Correction Notice
Observations from the 26th November 2019 Albania earthquake: the earthquake engineering field investigation team (EEFIT) mission.
- Published in:
- Bulletin of Earthquake Engineering, 2021, v. 19, n. 5, p. 2013, doi. 10.1007/s10518-021-01062-8
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- Publication type:
- Article
Probabilistic seismic demand modeling of local level response parameters of an RC frame.
- Published in:
- Bulletin of Earthquake Engineering, 2017, v. 15, n. 1, p. 1, doi. 10.1007/s10518-016-9948-x
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- Publication type:
- Article
Parametric analysis of steel MRFs with self‐centring column bases.
- Published in:
- Steel Construction: Design & Research, 2022, v. 15, n. 2, p. 91, doi. 10.1002/stco.202100050
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- Publication type:
- Article
Robustness of steel-concrete flooring systems - An experimental assessment.
- Published in:
- Stahlbau, 2014, v. 83, n. 9, p. 608, doi. 10.1002/stab.201410192
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- Publication type:
- Article
Pseudo‐dynamic testing, repairability, and resilience assessment of a large‐scale steel structure equipped with self‐centering column bases.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 9, p. 2756, doi. 10.1002/eqe.4131
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- Publication type:
- Article
Shaking table tests and numerical analysis of RC coupled shear wall structure with hybrid replaceable coupling beams.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 5, p. 1742, doi. 10.1002/eqe.4088
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- Publication type:
- Article
Influence of corrosion on failure modes and lifetime seismic vulnerability assessment of low‐ductility RC frames.
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- Earthquake Engineering & Structural Dynamics, 2023, v. 52, n. 15, p. 5162, doi. 10.1002/eqe.4004
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- Publication type:
- Article
Parametric experimental investigation of unbonded post‐tensioned reinforced concrete bridge piers under cyclic loading.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3479, doi. 10.1002/eqe.3732
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- Publication type:
- Article
Influence of the design objectives on the seismic performance of steel moment resisting frames retrofitted with buckling restrained braces.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 13, p. 3131, doi. 10.1002/eqe.3717
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- Publication type:
- Article
Effective placement of self‐centering damage‐free connections for seismic‐resilient steel moment resisting frames.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 5, p. 1292, doi. 10.1002/eqe.3615
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- Publication type:
- Article
Device uncertainty propagation in low‐ductility RC frames retrofitted with BRBs for seismic risk mitigation.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 9, p. 2488, doi. 10.1002/eqe.3456
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- Publication type:
- Article
Seismic performance of dual systems coupling moment‐resisting and buckling‐restrained braced frames.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 2, p. 329, doi. 10.1002/eqe.3332
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- Publication type:
- Article
Rocking damage-free steel column base with friction devices: design procedure and numerical evaluation.
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- Earthquake Engineering & Structural Dynamics, 2017, v. 46, n. 14, p. 2281, doi. 10.1002/eqe.2904
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- Publication type:
- Article
Probabilistic seismic demand model for pounding risk assessment.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2016, v. 45, n. 11, p. 1743, doi. 10.1002/eqe.2725
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- Publication type:
- Article