Corrigendum to: A cantilever beam analogy for quantifying higher mode effects in multistorey buildings.
- Published in:
- 2024
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- Publication type:
- Correction Notice
Works matching IS 00988847 AND DT 2024 AND VI 53 AND IP 6
Results: 16
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A novel design strategy of track‐based asymmetric nonlinear energy sink for seismic response mitigation of structures.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2209, doi. 10.1002/eqe.4111
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- Publication type:
- Article
3
A multi‐level approach to predict the seismic response of rigid rocking structures using artificial neural networks.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2185, doi. 10.1002/eqe.4110
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- Publication type:
- Article
4
Seismic assessment of the in‐plane/out‐of‐plane interaction of masonry infills in a two‐storey RC building subjected to bi‐directional shaking table tests.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2230, doi. 10.1002/eqe.4109
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- Publication type:
- Article
5
Experimental and analytical studies of infill wall with sliding joints considering a door opening.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2162, doi. 10.1002/eqe.4108
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- Publication type:
- Article
6
Development and verification of real‐time hybrid simulation with deep learning‐based nonlinear numerical substructure.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2141, doi. 10.1002/eqe.4107
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- Publication type:
- Article
7
Damage assessment of unreinforced masonry buildings incorporating damage accumulation.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2122, doi. 10.1002/eqe.4106
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- Publication type:
- Article
8
Simplified state‐dependent seismic fragility assessment.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2099, doi. 10.1002/eqe.4105
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- Publication type:
- Article
9
Adaptive unscented Kalman filter methods for identifying time‐variant parameters via state covariance re‐updating.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2072, doi. 10.1002/eqe.4104
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- Publication type:
- Article
10
Experiment and numerical simulation on the performance of multiple unidirectional single‐particle dampers under seismic excitation.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 1982, doi. 10.1002/eqe.4103
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- Publication type:
- Article
11
Applicability of soil‐type index for shear wave velocity‐based liquefaction assessment.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2055, doi. 10.1002/eqe.4102
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- Publication type:
- Article
12
Large‐scale hybrid test of a curved bridge considering complete boundary condition by a large spatial loading system.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2032, doi. 10.1002/eqe.4101
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- Publication type:
- Article
13
An advanced rate‐dependent analytical model of lead rubber bearing.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 1961, doi. 10.1002/eqe.4100
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- Publication type:
- Article
14
Novel performance‐based seismic reinforcement method for the dry masonry retaining wall located in an urban residential area.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 1935, doi. 10.1002/eqe.4099
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- Publication type:
- Article
15
Importance of higher modes for dynamic soil structure interaction of monopile‐supported offshore wind turbines.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 2006, doi. 10.1002/eqe.4095
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- Publication type:
- Article
16
Issue information.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 6, p. 1931, doi. 10.1002/eqe.3929
- Publication type:
- Article