Works matching IS 00988847 AND DT 2012 AND VI 41 AND IP 4
Results: 13
Fragility analysis of low-rise masonry in-filled reinforced concrete buildings by a coefficient-based spectral acceleration method.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 697, doi. 10.1002/eqe.1152
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- Article
Cyclic performance of large-scale corroded reinforced concrete beams.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 593, doi. 10.1002/eqe.1145
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- Article
Developing high-performance aluminum alloy buckling-restrained braces based on series of low-cycle fatigue tests.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 643, doi. 10.1002/eqe.1149
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- Article
Development of fragility functions as a damage classification/prediction method for steel moment-resisting frames using a wavelet-based damage sensitive feature.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 681, doi. 10.1002/eqe.1151
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- Article
Experimental verification of seismic vibration control using a semi-active friction tuned mass damper.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 813, doi. 10.1002/eqe.1162
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- Article
Rapid evaluation and damage assessment of instrumented highway bridges.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 755, doi. 10.1002/eqe.1155
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- Article
An efficient performance-based seismic design method for reinforced concrete frames.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 663, doi. 10.1002/eqe.1150
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- Article
Seismic capacity of retrofitted beam-column connections in high-rise steel frames when subjected to long-period ground motions.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 735, doi. 10.1002/eqe.1154
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- Article
On the performance of lumped parameter models with gyro-mass elements for the impedance function of a pile-group supporting a single-degree-of-freedom system.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 623, doi. 10.1002/eqe.1147
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- Article
Comprehensive numerical analysis of fault-structure systems - Computation of the large-scale seismic structural response to a given earthquake scenario -.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 795, doi. 10.1002/eqe.1158
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- Article
Seismic response of steel frame structures with hybrid passive control systems.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 715, doi. 10.1002/eqe.1153
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- Article
Frequency domain substructural identification for arbitrary excitations.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 605, doi. 10.1002/eqe.1146
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- Publication type:
- Article
Seismic collapse capacity of basic inelastic structures vulnerable to the P-delta effect.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 4, p. 775, doi. 10.1002/eqe.1157
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- Article