Works matching IS 00988847 AND DT 2018 AND VI 47 AND IP 2
Results: 15
Computational simulation of slab vibration and horizontal-vertical coupling in a full-scale test bed subjected to 3D shaking at E-Defense.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 438, doi. 10.1002/eqe.2973
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RC structures cyclic behavior simulation with a model integrating plasticity, damage, and bond-slip.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 460, doi. 10.1002/eqe.2974
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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
Probabilistic performance-based optimum design of seismic isolation for a California high-speed rail prototype bridge.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 497, doi. 10.1002/eqe.2976
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Direct design method based on seismic capacity redundancy for structures with metal yielding dampers.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 515, doi. 10.1002/eqe.2977
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- Article
Is rocking motion predictable?
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 535, doi. 10.1002/eqe.2978
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Parameter identification for on-line model updating in hybrid simulations using a gradient-based method.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 269, doi. 10.1002/eqe.2950
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- Article
Integrating visual damage simulation, virtual inspection, and collapse capacity to evaluate post-earthquake structural safety of buildings.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 294, doi. 10.1002/eqe.2951
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A damage model for structures with degrading response.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 311, doi. 10.1002/eqe.2952
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Seismic retrofit of low-rise steel buildings in Canada using rocking steel braced frames.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 333, doi. 10.1002/eqe.2953
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Influence of deterioration modelling on the seismic response of steel moment frames designed to Eurocode 8.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 356, doi. 10.1002/eqe.2954
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- Article
A site-consistent method to quantify sufficiency of alternative IMs in relation to PSDA.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 377, doi. 10.1002/eqe.2955
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- Article
Evaluation of out-of-plane seismic performance of column-to-column precast concrete cladding panels in one-storey industrial buildings.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 397, doi. 10.1002/eqe.2956
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- Article
Model for multiblock columns subjected to base excitation.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 418, doi. 10.1002/eqe.2957
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- Article
Issue Information.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 2, p. 267, doi. 10.1002/eqe.2959
- Publication type:
- Article