Works matching IS 00988847 AND DT 2005 AND VI 34 AND IP 10
Results: 9
Damage identification method using harmonic excitation force considering both modelling and measurement errors.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2005, v. 34, n. 10, p. 1285, doi. 10.1002/eqe.480
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- Article
Criteria for initiation of motion of rigid bodies to base excitation.
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- Earthquake Engineering & Structural Dynamics, 2005, v. 34, n. 10, p. 1343, doi. 10.1002/eqe.484
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- Article
Pseudo-dynamic seismic response of reinforced concrete frames infilled with non-structural brick masonry.
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- Earthquake Engineering & Structural Dynamics, 2005, v. 34, n. 10, p. 1219, doi. 10.1002/eqe.477
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- Article
Statistical significance of modal parameters of bridge systems identified from strong motion data.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2005, v. 34, n. 10, p. 1323, doi. 10.1002/eqe.482
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- Article
Disaster reduction: living in harmony with nature, Julio Kuroiwa, Quebecor World Peru S.A., Lima, Peru, ISBN: 9972-9999-0-4.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2005, v. 34, n. 10, p. 1351, doi. 10.1002/eqe.475
- Publication type:
- Article
Simplified design procedure for frame buildings with viscoelastic or elastomeric structural dampers.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2005, v. 34, n. 10, p. 1271, doi. 10.1002/eqe.479
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- Article
A fuzzy-random analysis model for seismic performance of framed structures incorporating structural and non-structural damage.
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- Earthquake Engineering & Structural Dynamics, 2005, v. 34, n. 10, p. 1305, doi. 10.1002/eqe.481
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- Article
A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2005, v. 34, n. 10, p. 1193, doi. 10.1002/eqe.474
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- Publication type:
- Article
Seismic response analysis of multidrum classical columns.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2005, v. 34, n. 10, p. 1243, doi. 10.1002/eqe.478
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- Article