Works matching IS 00988847 AND DT 1997 AND VI 26 AND IP 7
Results: 6
INFLUENCE OF BUILDING EXISTENCE ON SEISMIC LIQUEFACTION OF SUBSOILS.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 7, p. 691, doi. 10.1002/(SICI)1096-9845(199707)26:7<691::AID-EQE670>3.0.CO;2-F
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AN OPTIMIZED PROCEDURE FOR SEISMIC DESIGN OF TORSIONALLY UNBALANCED STRUCTURES.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 7, p. 737, doi. 10.1002/(SICI)1096-9845(199707)26:7<737::AID-EQE673>3.0.CO;2-S
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PERFORMANCE OF ASYMMETRIC CODE-DESIGNED BUILDINGS FOR SERVICEABILITY AND ULTIMATE LIMIT STATES.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 7, p. 717, doi. 10.1002/(SICI)1096-9845(199707)26:7<717::AID-EQE672>3.0.CO;2-X
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HORIZONTAL-TO-VERTICAL SPECTRUM RATIO OF EARTHQUAKE GROUND MOTION FOR SITE CHARACTERIZATION.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 7, p. 671, doi. 10.1002/(SICI)1096-9845(199707)26:7<671::AID-EQE669>3.0.CO;2-S
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POST-EARTHQUAKE RESIDUAL DISPLACEMENTS OF BILINEAR OSCILLATORS.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 7, p. 701, doi. 10.1002/(SICI)1096-9845(199707)26:7<701::AID-EQE671>3.0.CO;2-I
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SEISMIC TESTING OF A BUILDING STRUCTURE WITH A SEMI-ACTIVE FLUID DAMPER CONTROL SYSTEM.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 7, p. 759, doi. 10.1002/(SICI)1096-9845(199707)26:7<759::AID-EQE675>3.0.CO;2-E
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