Effect of a V‐shaped canyon on the seismic response of a bridge under oblique incident SH waves.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 496, doi. 10.1002/eqe.4034
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- Publication type:
- Article
Works matching IS 00988847 AND DT 2024 AND VI 53 AND IP 1
Results: 26
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A simplified analysis method for estimating the peak responses of recentering structures with viscous damping systems.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 472, doi. 10.1002/eqe.4033
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- Publication type:
- Article
3
Closed‐form solution for natural frequency of flexible combined pile‐raft foundation.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 515, doi. 10.1002/eqe.4031
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- Article
4
Nonlinear earthquake response of integral abutment bridges on vertical and batter piles: A practical approach.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 451, doi. 10.1002/eqe.4030
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- Article
5
Time history iteration algorithm for offline real‐time hybrid testing.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 432, doi. 10.1002/eqe.4027
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- Article
6
Effect of modeling assumptions on predicting seismic responses of a three‐story reinforced concrete shear wall structure.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 414, doi. 10.1002/eqe.4026
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- Article
7
Parameter optimization for pivot hysteresis model for reinforced concrete walls with different failure modes.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 392, doi. 10.1002/eqe.4025
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- Publication type:
- Article
8
Improved real‐time force control for applying axial force to axially stiff members.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 331, doi. 10.1002/eqe.4024
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- Article
9
Refined deformation limit states for circular reinforced concrete bridge columns.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 348, doi. 10.1002/eqe.4023
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- Article
10
Rocking sensitivity of a dual‐block stack ‐ Numerical simulation and experimental evidence.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 366, doi. 10.1002/eqe.4022
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- Article
11
Machine learning‐based peak ground acceleration models for structural risk assessment using spatial data analysis.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 152, doi. 10.1002/eqe.4021
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- Article
12
Hydrodynamic pressures on rigid walls subjected to cyclic and seismic ground motions.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 279, doi. 10.1002/eqe.4020
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- Article
13
Experimental evaluation of the role of slenderness in seismic behaviour of bridges with rockable footing.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 200, doi. 10.1002/eqe.4019
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- Article
14
A novel Woodbury solution method for nonlinear seismic response analysis of large‐scale structures.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 261, doi. 10.1002/eqe.4018
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- Publication type:
- Article
15
Seismic behavior of a fully tempered insulating glass curtain wall system under various loading protocols.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 68, doi. 10.1002/eqe.4017
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- Publication type:
- Article
16
A novel damage evaluation method for exposed column bases (ECBs) affecting the seismic properties of low‐rise steel moment‐resisting frames (MRF).
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 218, doi. 10.1002/eqe.4016
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- Publication type:
- Article
17
Risk‐based optimization of concentrically braced tall timber buildings: Derivative free optimization algorithm.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 179, doi. 10.1002/eqe.4015
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- Article
18
Shake table tests to compare the seismic response of concrete frames with conventional and high‐strength reinforcement.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 89, doi. 10.1002/eqe.4008
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- Publication type:
- Article
19
Simulation‐based characterization of the variability of earthquake risk to buildings in the near‐field.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 237, doi. 10.1002/eqe.4007
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- Publication type:
- Article
20
Stochastic simulation of earthquake ground motions for the seismic assessment of monumental masonry structures: Source‐based vs site‐based approaches.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 303, doi. 10.1002/eqe.4012
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- Article
21
Lower bound of structural damage to achieve practical identifiability of nonlinear models in seismic structural health monitoring.
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- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 5, doi. 10.1002/eqe.4011
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- Publication type:
- Article
22
Experimental and analytical investigation of WT‐shapes stiffened steel panel dampers.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 23, doi. 10.1002/eqe.4010
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- Publication type:
- Article
23
Seismic fragility analysis of coupled building‐slope systems.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 116, doi. 10.1002/eqe.4014
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- Publication type:
- Article
24
Physics symbolic learner for discovering ground‐motion models via NGA‐West2 database.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 138, doi. 10.1002/eqe.4013
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- Publication type:
- Article
25
Cyclic response of infilled RC frames with window and door openings: Experimental results and damage interpretation.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 43, doi. 10.1002/eqe.4005
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- Article
26
Issue information.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2024, v. 53, n. 1, p. 1, doi. 10.1002/eqe.3924
- Publication type:
- Article