Works matching IS 00988847 AND DT 2021 AND VI 50 AND IP 14
Results: 13
Evaluation of the adequacy of a spring‐mass model in analyses of liquid sloshing in anchored storage tanks.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3916, doi. 10.1002/eqe.3539
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Simplified computational methods for estimating dynamic impedance of batter pile groups in homogeneous soil.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3894, doi. 10.1002/eqe.3538
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Bi‐directional ground motions: Stochastic simulation and frequency‐dependent modal combination rule.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3872, doi. 10.1002/eqe.3537
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Influence of seasonal soil temperature variation and global warming on the seismic response of frozen soils in permafrost regions.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3855, doi. 10.1002/eqe.3536
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Nonlinear soil effects on observed and simulated response spectra.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3831, doi. 10.1002/eqe.3535
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Interstory drift based scaling of earthquake ground motions.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3814, doi. 10.1002/eqe.3534
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- Article
Experimental study of the seismic response of a structure set amongst closely adjacent structures.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3771, doi. 10.1002/eqe.3532
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- Article
Model updating method for hybrid simulation based on global sensitivity analysis.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3792, doi. 10.1002/eqe.3533
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Experimental investigation of self‐centering hybrid concrete shear walls subjected to horizontal cyclic loading.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3754, doi. 10.1002/eqe.3531
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- Article
Towards a practical loss‐based design approach and procedure.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3741, doi. 10.1002/eqe.3530
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- Article
Multispan bridges with distributed deck and pier mass and pier‐flexure‐deck‐torsion coupling under transverse excitation—Analytical solution, parametric studies, design implications.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3713, doi. 10.1002/eqe.3529
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- Article
Overstrength factors of RC bridges supported on single and multi‐column RC piers in Mexico.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3695, doi. 10.1002/eqe.3528
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- Article
Issue Information.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 14, p. 3693, doi. 10.1002/eqe.3308
- Publication type:
- Article