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Mitigation of residual deformations in eccentrically braced frames through a low‐cost re‐centering mechanism.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 7, p. 2255, doi. 10.1002/eqe.4113
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- Article
Corrigendum to: A cantilever beam analogy for quantifying higher mode effects in multistorey buildings.
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- 2024
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- Correction Notice
Hybrid‐simulation‐based model calibration method for nonlinear seismic analysis.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 3, p. 1067, doi. 10.1002/eqe.4059
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- Article
Pseudo‐dynamic hybrid simulations of steel eccentrically braced frames equipped with cast steel replaceable modular yielding links.
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- Earthquake Engineering & Structural Dynamics, 2023, v. 52, n. 12, p. 3622, doi. 10.1002/eqe.3923
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- Article
Data set from shaking table tests of a slender MDOF structure with base-rocking mechanisms.
- Published in:
- Earthquake Spectra, 2023, v. 39, n. 3, p. 1930, doi. 10.1177/87552930231180225
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- Article
Seismic response of slender MDOF structures with self‐centering base shear and moment mechanisms.
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- Earthquake Engineering & Structural Dynamics, 2023, v. 52, n. 6, p. 1658, doi. 10.1002/eqe.3834
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- Article
Scaled shaking table testing of higher‐mode effects on the seismic response of tall and slender structures.
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- Earthquake Engineering & Structural Dynamics, 2023, v. 52, n. 3, p. 549, doi. 10.1002/eqe.3772
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- Article
Steel flexure and shear yielding base-mechanism for enhanced seismic resilience of RC core wall high-rise structures.
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- Earthquake Spectra, 2023, v. 39, n. 1, p. 148, doi. 10.1177/87552930221132862
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- Article
Uncertainty quantification in the calibration of numerical elements in nonlinear seismic analysis.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 12, p. 3000, doi. 10.1002/eqe.3711
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- Article
Shear‐controlling rocking‐isolation podium system for enhanced resilience of high‐rise buildings.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 6, p. 1363, doi. 10.1002/eqe.3619
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- Article
Seismic response evaluation of a five‐story buckling‐restrained braced frame using multi‐element pseudo‐dynamic hybrid simulations.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 12, p. 3243, doi. 10.1002/eqe.3508
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- Article
Finite element analysis of the seismic shake‐table response of a rocking podium structure.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 4, p. 1223, doi. 10.1002/eqe.3397
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- Article
Uncoupled rocking and shear base‐mechanisms for resilient reinforced concrete high‐rise buildings.
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- Earthquake Engineering & Structural Dynamics, 2020, v. 49, n. 10, p. 981, doi. 10.1002/eqe.3273
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- Article
Development of a ten‐element hybrid simulation platform and an adjustable yielding brace for performance evaluation of multi‐story braced frames subjected to earthquakes.
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- Earthquake Engineering & Structural Dynamics, 2019, v. 48, n. 7, p. 749, doi. 10.1002/eqe.3155
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- Article
Corrigendum—A probabilistic framework for estimating the residual drift of idealized SDOF systems of non‐degrading conventional and damped structures.
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- 2018
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- Publication type:
- Correction Notice
Seismic performance of hybrid ductile‐rocking braced frame system.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 6, p. 1394, doi. 10.1002/eqe.3022
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- Article
A probabilistic framework for estimating the residual drift of idealized SDOF systems of non-degrading conventional and damped structures.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 479, doi. 10.1002/eqe.2975
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- Article
Real-time hybrid simulation of structures equipped with viscoelastic-plastic dampers using a user-programmable computational platform.
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- Earthquake Engineering & Engineering Vibration, 2017, v. 16, n. 4, p. 693, doi. 10.1007/s11803-017-0408-7
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- Article
Improvements to the simplified analysis method for the design of seismically isolated bridges in CSA-S6-14.
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- Canadian Journal of Civil Engineering, 2016, v. 43, n. 10, p. 897, doi. 10.1139/cjce-2015-0427
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- Article
Response prediction, experimental characterization and P-spectra design of frames with viscoelastic-plastic dampers.
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- Earthquake Engineering & Structural Dynamics, 2016, v. 45, n. 11, p. 1855, doi. 10.1002/eqe.2732
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- Article
A cantilever beam analogy for quantifying higher mode effects in multistorey buildings.
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- Earthquake Engineering & Structural Dynamics, 2015, v. 44, n. 11, p. 1697, doi. 10.1002/eqe.2549
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- Article
Seismic response of a case study soft story frame retrofitted using a GIB system.
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- Earthquake Engineering & Structural Dynamics, 2015, v. 44, n. 7, p. 997, doi. 10.1002/eqe.2496
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- Article
Application of hybrid-simulation to fragility assessment of the telescoping self-centering energy dissipative bracing system.
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- Earthquake Engineering & Structural Dynamics, 2014, v. 43, n. 6, p. 811, doi. 10.1002/eqe.2374
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- Article
Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high-rise buildings.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 15, p. 2217, doi. 10.1002/eqe.2321
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- Article
Shake table testing and numerical simulation of a self-centering energy dissipative braced frame.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 11, p. 1617, doi. 10.1002/eqe.2290
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- Article
A procedure for generating performance spectra for structures equipped with passive supplemental dampers A procedure for generating performance spectra for structures equipped with passive supplemental dampers: GENERATING OF PERFORMANCE SPECTRA FOR STRUCTURES WITH PASSIVE DAMPERS
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 9, p. 1321, doi. 10.1002/eqe.2274
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- Article
Seismic assessment and upgrade of Type 2 construction steel moment-resisting frames built in Canada between the 1960s and 1980s using passive supplemental damping.
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- Canadian Journal of Civil Engineering, 2013, v. 40, n. 7, p. 644, doi. 10.1139/cjce-2012-0404
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- Article
Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 1053, doi. 10.1002/eqe.2259
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- Article
Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large-amplitude shake table testing.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 7, p. 1069, doi. 10.1002/eqe.2258
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- Article
Performance spectra based method for the seismic design of structures equipped with passive supplemental damping systems.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 6, p. 935, doi. 10.1002/eqe.2261
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- Article
Identification of the dynamic properties of a reinforced concrete coupled shear wall residential high-rise building.
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- Canadian Journal of Civil Engineering, 2012, v. 39, n. 6, p. 631, doi. 10.1139/l2012-047
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- Article
Using Bézier curves to model gradual stiffness transitions in nonlinear elements: Application to self-centering systems.
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- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 14, p. 1535, doi. 10.1002/eqe.1099
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- Article
Hohlprofilstreben mit Verbindungselementen aus Stahlguss unter Erdbebenbelastung.
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- Stahlbau, 2011, v. 80, n. 7, p. 513, doi. 10.1002/stab.201101451
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- Article
Methodology for seismic risk assessment for tubular steel wind turbine towers: application to Canadian seismic environment.
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- Canadian Journal of Civil Engineering, 2011, v. 38, n. 3, p. 293, doi. 10.1139/L11-002
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- Article
Characterizing acceleration spikes due to stiffness changes in nonlinear systems.
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- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 14, p. 1653, doi. 10.1002/eqe.1009
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- Article
Seismic design procedure and seismic response of post-tensioned self-centering steel frames.
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- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 3, p. 355, doi. 10.1002/eqe.859
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- Article
Numerical models and ductile ultimate deformation response of post-tensioned self-centering moment connections.
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- Earthquake Engineering & Structural Dynamics, 2009, v. 38, n. 1, p. 1, doi. 10.1002/eqe.836
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- Article
Effectiveness of simple approaches in mitigating residual deformations in buildings.
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- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 12, p. 1763, doi. 10.1002/eqe.717
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- Article
Development and validation of a metallic haunch seismic retrofit solution for existing under-designed RC frame buildings.
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- Earthquake Engineering & Structural Dynamics, 2006, v. 35, n. 14, p. 1739, doi. 10.1002/eqe.600
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- Article
Seismic response of self-centring hysteretic SDOF systems.
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- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 5, p. 1131, doi. 10.1002/eqe.152
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- Article