Works matching IS 00988847 AND DT 2011 AND VI 40 AND IP 11
Results: 7
Discussion of paper 'Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis' by Helen Crowley and Rui Pinho, Earthquake Engineering and Structural Dynamics 2010; 39(2):223-235.
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- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 11, p. 1297, doi. 10.1002/eqe.1080
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Performance-based metamodel for healthcare facilities.
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- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 11, p. 1197, doi. 10.1002/eqe.1084
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- Article
Quantification of fundamental frequency drop for unreinforced masonry buildings from dynamic tests.
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- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 11, p. 1283, doi. 10.1002/eqe.1088
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Extension of the CSM-FEMA440 to plan-asymmetric real building structures.
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- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 11, p. 1263, doi. 10.1002/eqe.1087
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The complete SRSS modal combination rule.
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- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 11, p. 1181, doi. 10.1002/eqe.1082
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Seismic design and shake table tests of a steel post-tensioned self-centering moment frame with a slab accommodating frame expansion.
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- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 11, p. 1241, doi. 10.1002/eqe.1086
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- Article
Seismic soil-structure interaction in multi-span bridges: Application to a railway bridge.
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- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 11, p. 1219, doi. 10.1002/eqe.1085
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- Article