Works matching IS 00988847 AND DT 2000 AND VI 29 AND IP 7
Results: 10
Pseudo-dynamic testing with substructuring at the ELSA Laboratory.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 7, p. 905, doi. 10.1002/1096-9845(200007)29:7<905::AID-EQE941>3.0.CO;2-P
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A response spectrum approach for seismic performance evaluation of actively controlled structures.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 7, p. 1029, doi. 10.1002/1096-9845(200007)29:7<1029::AID-EQE952>3.0.CO;2-O
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Digital simulation of multivariate earthquake ground motions.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 7, p. 1011, doi. 10.1002/1096-9845(200007)29:7<1011::AID-EQE951>3.0.CO;2-F
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'Fundamental consideration for the design of non-linear viscous dampers'. Earthquake Engineering and Structural Dynamics 1999;.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 7, p. 1076, doi. 10.1002/1096-9845(200007)29:7<1076::AID-EQE962>3.0.CO;2-R
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Finite element model updating for structures with parametric constraints.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 7, p. 927, doi. 10.1002/1096-9845(200007)29:7<927::AID-EQE955>3.0.CO;2-4
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Scaling of ductility and damage-based strength reduction factors for horizontal motions.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 7, p. 969, doi. 10.1002/1096-9845(200007)29:7<969::AID-EQE948>3.0.CO;2-N
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Call for Papers.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 7, p. 1075, doi. 10.1002/1096-9845(200007)29:7<1075::AID-EQE988>3.0.CO;2-A
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- Article
Design of friction damped structures using lateral force procedure.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 7, p. 989, doi. 10.1002/1096-9845(200007)29:7<989::AID-EQE950>3.0.CO;2-7
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Structural upgrading strategy for electric power networks under seismic action.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 7, p. 1053, doi. 10.1002/1096-9845(200007)29:7<1053::AID-EQE954>3.0.CO;2-X
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Implementation and testing of passive control devices based on shape memory alloys.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 7, p. 945, doi. 10.1002/1096-9845(200007)29:7<945::AID-EQE958>3.0.CO;2-#
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