Works matching IS 00988847 AND DT 2022 AND VI 51 AND IP 15
Results: 15
Seismic behavior of novel low‐damage precast infill walls with sliding joints for reinforced concrete frame.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3730, doi. 10.1002/eqe.3746
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- Article
Epistemic uncertainty in poorly detailed existing frames accounting for masonry infill variability and RC shear failure.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3755, doi. 10.1002/eqe.3748
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Vertical and rocking motions of a flexible strip foundation placed on a layered transversely isotropic poroelastic half‐space.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3701, doi. 10.1002/eqe.3745
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- Article
Selection of representative natural hazard scenarios for engineering systems.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3680, doi. 10.1002/eqe.3743
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- Article
Shaking‐table substructure test using a MDOF boundary‐coordinating device.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3658, doi. 10.1002/eqe.3741
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- Article
Intensity measures, fragility analysis and dimensionality reduction of rocking under far‐field ground motions.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3639, doi. 10.1002/eqe.3740
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- Article
Theory of plastic mechanism control: A new approach for the optimization of seismic resistant steel frames.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3598, doi. 10.1002/eqe.3737
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- Article
Uniaxial model for simulating the cyclic behavior of reinforced concrete members.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3574, doi. 10.1002/eqe.3736
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- Article
Multi‐hazard typhoon and earthquake collapse fragility models for transmission towers: An active learning reliability approach using gradient boosting classifiers.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3552, doi. 10.1002/eqe.3735
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- Article
Direct seismic loss estimation of predominantly plan‐symmetrical frame buildings using simplified nonlinear models.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3526, doi. 10.1002/eqe.3734
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- Article
Interstory drift based scaling of bi‐directional ground motions.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3620, doi. 10.1002/eqe.3739
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- Article
Seismic design and performance of steel concentrically braced frame buildings with dissipative floor connectors.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3505, doi. 10.1002/eqe.3733
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- Article
Torsion in symmetric buildings due to soil‐structure interaction: A discussion on code values of accidental eccentricity factor in seismic design.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3461, doi. 10.1002/eqe.3731
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- Article
Issue information.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3457, doi. 10.1002/eqe.3495
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- Article
Parametric experimental investigation of unbonded post‐tensioned reinforced concrete bridge piers under cyclic loading.
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- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 15, p. 3479, doi. 10.1002/eqe.3732
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- Article