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Corrigendum to: A cantilever beam analogy for quantifying higher mode effects in multistorey buildings.
- Published in:
- 2024
- By:
- Publication type:
- Correction Notice
Consequences of consequence models: The impact of economies of scale on seismic loss estimates.
- Published in:
- Earthquake Spectra, 2024, v. 40, n. 2, p. 1396, doi. 10.1177/87552930231220001
- By:
- Publication type:
- Article
Demands on nonstructural components in buildings with controlled rocking braced frames.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 4, p. 1063, doi. 10.1002/eqe.3385
- By:
- Publication type:
- Article
Application of an in-plane/out-of-plane interaction model for URM infill walls to dynamic seismic analysis of RC frame buildings.
- Published in:
- Bulletin of Earthquake Engineering, 2018, v. 16, n. 12, p. 6163, doi. 10.1007/s10518-018-0439-0
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- Publication type:
- Article
Collapse risk of controlled rocking steel braced frames with different post-tensioning and energy dissipation designs.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2017, v. 46, n. 13, p. 2063, doi. 10.1002/eqe.2892
- By:
- Publication type:
- Article
Dynamic and equivalent static procedures for capacity design of controlled rocking steel braced frames.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2016, v. 45, n. 14, p. 2349, doi. 10.1002/eqe.2765
- By:
- Publication type:
- Article
A cantilever beam analogy for quantifying higher mode effects in multistorey buildings.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2015, v. 44, n. 11, p. 1697, doi. 10.1002/eqe.2549
- By:
- Publication type:
- Article
Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 1053, doi. 10.1002/eqe.2259
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- Publication type:
- Article
Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large-amplitude shake table testing.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 1069, doi. 10.1002/eqe.2258
- By:
- Publication type:
- Article
Using Bézier curves to model gradual stiffness transitions in nonlinear elements: Application to self-centering systems.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 14, p. 1535, doi. 10.1002/eqe.1099
- By:
- Publication type:
- Article
Characterizing acceleration spikes due to stiffness changes in nonlinear systems.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 14, p. 1653, doi. 10.1002/eqe.1009
- By:
- Publication type:
- Article