Works matching IS 00988847 AND DT 2024 AND VI 53 AND IP 15
Results: 17
A rigid‐flexible coupled rocking structure with nonlinear stress distribution along its base: Analytical modeling, validation and parametric investigation.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4763, doi. 10.1002/eqe.4244
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- Article
Closed‐form optimal solution of two‐degree‐of‐freedom system with Inerter based on equal modal damping with potential application in non‐structural elevator for seismic control.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4785, doi. 10.1002/eqe.4243
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- Article
Fragility functions for low‐damage post‐tensioned timber frames.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4741, doi. 10.1002/eqe.4242
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- Article
Linear equivalence for motion amplification devices in earthquake engineering.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4719, doi. 10.1002/eqe.4240
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- Article
Shear behavior of reinforced concrete walls under variable axial tension‐compression and cyclic lateral loads.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4670, doi. 10.1002/eqe.4239
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- Article
Direct loss‐based seismic design of low‐rise base‐isolated reinforced concrete buildings.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4641, doi. 10.1002/eqe.4238
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- Article
SSI‐induced seismic earth pressures on an integral abutment bridge model: Experimental measurements versus numerical simulations and code provisions.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4830, doi. 10.1002/eqe.4237
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- Article
Real‐time hybrid simulation of structural systems with soil‐foundation interaction effects using neural networks.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4688, doi. 10.1002/eqe.4236
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- Article
Enhancing operational performance assessment of structures with seismic response modification devices: The role of observability and symmetry analysis under limited sensor deployment.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4581, doi. 10.1002/eqe.4235
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- Article
Theoretical model of ultimate shear capacity and flexural capacity design method of boundary elements for reinforced concrete frames with steel plate shear walls.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4604, doi. 10.1002/eqe.4234
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- Article
Estimation of inelastic displacement ratio spectrum for existing RC structures via displacement response spectrum.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4806, doi. 10.1002/eqe.4233
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- Article
A novel optimal design method for tuned mass dampers with elastic motion‐limiting stoppers.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4562, doi. 10.1002/eqe.4232
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- Article
The Built Environment Data platform for experimental test data in earthquake engineering.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4627, doi. 10.1002/eqe.4231
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- Article
Effect of data drift on the performance of machine‐learning models: Seismic damage prediction for aging bridges.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4541, doi. 10.1002/eqe.4230
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- Article
Drivers to seismic hazard curve slope.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4497, doi. 10.1002/eqe.4226
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- Article
Dynamic model of the UC San Diego NHERI six‐degree‐of‐freedom large high‐performance outdoor shake table.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4511, doi. 10.1002/eqe.4224
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- Article
Issue information.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 15, p. 4493, doi. 10.1002/eqe.3938
- Publication type:
- Article