Works matching IS 00988847 AND DT 2025 AND VI 54 AND IP 3
Results: 20
Modeling and Response of a Three‐Story Steel Building With Sliding Slabs in Earthquake Motions.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 1101, doi. 10.1002/eqe.4300
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- Article
Rocking Spectrum for Cylindrical Structures Subjected to Bidirectional Pulse‐Like Ground Motions.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 1028, doi. 10.1002/eqe.4298
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- Article
Full‐Scale Tests to Characterize the Effect of Framing Action and Slab Continuity on the Collapse Capacity of Composite Frames Under Cyclic Loading.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 1084, doi. 10.1002/eqe.4296
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- Article
Seismic Drift Estimates of Corroded Piers: A Multihazard Approach Utilizing 3D‐IDA Analysis With Time Stamps Considering Climate Change Effects.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 1044, doi. 10.1002/eqe.4295
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- Article
Seismic Capacity of Unstrengthened and FRP Strengthened Masonry Arches: Tilting Test and Nonlinear Numerical Analysis.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 1009, doi. 10.1002/eqe.4294
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Analytical Derivations and Numerical Verifications on the Asymmetric Dynamic Responses of the Buried Steel Pipelines Under Seismic Active Faults.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 944, doi. 10.1002/eqe.4293
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- Article
Seismic Retrofitting of Existing Steel Frames with External BRBs: Pseudo‐Dynamic Hybrid Testing and Numerical Parametric Analysis.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 1064, doi. 10.1002/eqe.4292
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A Clustering‐Based Loading History Selection Method for the Calibration of Buckling‐Restrained Braces in Seismic Analysis.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 905, doi. 10.1002/eqe.4291
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- Article
Data‐Physical Fusion Deep Learning for Site Seismic Response Using KiK‐Net Records.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 993, doi. 10.1002/eqe.4290
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- Article
Efficacy of Pendulum Tuned Mass Dampers in Reducing Overturning Risk of Rocking Blocks Subjected to Artificial Accelerograms.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 959, doi. 10.1002/eqe.4289
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- Article
Experimental Investigation on the Seismic Behavior of RC Double‐Column Medium‐Height Bents Retrofitted With SCEB‐Us.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 925, doi. 10.1002/eqe.4288
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- Article
Sparse Uniform Traversal of Model Parameter Space for Estimating the Nonlinear Displacement Response of Instrumented Buildings to Earthquakes.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 851, doi. 10.1002/eqe.4287
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- Article
Similarity Design Method for Fluid–Structure Models in Underwater Shaking Table and Wave Tests.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 816, doi. 10.1002/eqe.4286
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- Article
Studies on Cyclic Tests of Assembly CFST Composite Frames With BRB.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 976, doi. 10.1002/eqe.4285
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- Article
Seismic Response of Ground Penetrating Shield Tunnels Under Lateral Harmonic Excitations: Insights From Shaking Table Test.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 867, doi. 10.1002/eqe.4284
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- Article
Framework for Regional Seismic Risk Assessments of Groups of Tall Buildings.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 833, doi. 10.1002/eqe.4283
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- Article
Experimental Study on the Seismic Performance of Self‐Centering Braced Double‐Column Rocking Bent.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 885, doi. 10.1002/eqe.4282
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- Article
Impacts of Transition Piece Designs on the Resilience of Large Offshore Wind Turbines Subject to Combined Earthquake, Wind and Wave Loads and Soil‐Structure Interaction.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 773, doi. 10.1002/eqe.4281
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- Article
Performance‐Based Seismic Design With Consideration of Safe Storage From Errors in Reinforced Concrete Member Estimated Yield Deformation.
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- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 799, doi. 10.1002/eqe.4280
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- Article
Issue information.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2025, v. 54, n. 3, p. 769, doi. 10.1002/eqe.4159
- Publication type:
- Article