Works matching IS 00988847 AND DT 2000 AND VI 29 AND IP 6
Results: 9
Ground motion characteristics of the Chi-Chi earthquake of 21 September 1999.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 6, p. 867, doi. 10.1002/(SICI)1096-9845(200006)29:6<867::AID-EQE943>3.0.CO;2-E
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Shaking table 2-D models of a concrete gravity dam.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 6, p. 769, doi. 10.1002/(SICI)1096-9845(200006)29:6<769::AID-EQE925>3.0.CO;2-7
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Seismic zoning for initial- and total-cost minimization.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 6, p. 847, doi. 10.1002/(SICI)1096-9845(200006)29:6<847::AID-EQE942>3.0.CO;2-J
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Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu (Kobe), Japan earthquake estimated from the failure of the Daikai Underground Station.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 6, p. 813, doi. 10.1002/(SICI)1096-9845(200006)29:6<813::AID-EQE939>3.0.CO;2-E
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Authors' reply to discussion of the paper 'Multi-criteria optimal structural design under uncertainty'.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 6, p. 901, doi. 10.1002/(SICI)1096-9845(200006)29:6<901::AID-EQE938>3.0.CO;2-L
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Simplification of strong ground motion considering inelastic responses of structures.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 6, p. 823, doi. 10.1002/(SICI)1096-9845(200006)29:6<823::AID-EQE940>3.0.CO;2-2
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Dynamic loading test and simulation analysis of full-scale semi-active hydraulic damper for structural control.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 6, p. 789, doi. 10.1002/(SICI)1096-9845(200006)29:6<789::AID-EQE933>3.0.CO;2-A
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Discussion of the paper 'Multi-criteria optimal structural design under uncertainty' by J. Beck, E. Chan, A. Irfanoglu and C. Papadimitriou.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 6, p. 899, doi. 10.1002/(SICI)1096-9845(200006)29:6<899::AID-EQE944>3.0.CO;2-2
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Time-domain viscoelastic analysis of earth structures.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 6, p. 745, doi. 10.1002/(SICI)1096-9845(200006)29:6<745::AID-EQE937>3.0.CO;2-E
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