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PERFORMANCE EVALUATION OF A THREE-STOREY UNREINFORCED MASONRY BUILDING DURING THE 1992 ERZİNCAN EARTHQUAKE.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 3, p. 319, doi. 10.1002/(SICI)1096-9845(199703)26:3<319::AID-EQE645>3.0.CO;2-C
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ANALYSIS OF AMPLIFICATION CHARACTERISTICS OF GROUND MOTIONS IN THE HEAVILY DAMAGED BELT ZONE DURING THE 1995 HYOGO-KEN NANBU EARTHQUAKE.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 3, p. 377, doi. 10.1002/(SICI)1096-9845(199703)26:3<377::AID-EQE649>3.0.CO;2-0
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- Article
SEPARATION DISTANCE TO AVOID SEISMIC POUNDING OF ADJACENT BUILDINGS.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 3, p. 395, doi. 10.1002/(SICI)1096-9845(199703)26:3<395::AID-EQE655>3.0.CO;2-F
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SOIL-PILE-BRIDGE SEISMIC INTERACTION: KINEMATIC AND INERTIAL EFFECTS. PART I: SOFT SOIL.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 3, p. 337, doi. 10.1002/(SICI)1096-9845(199703)26:3<337::AID-EQE646>3.0.CO;2-D
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- Article
MODULATED HOMOGENEOUS FRICTION: A SEMI-ACTIVE DAMPING STRATEGY.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 3, p. 361, doi. 10.1002/(SICI)1096-9845(199703)26:3<361::AID-EQE648>3.0.CO;2-M
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- Article
PERFORMANCE OF MULTIPLE TUNED MASS DAMPERS FOR TORSIONALLY COUPLED SYSTEM.
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- Earthquake Engineering & Structural Dynamics, 1997, v. 26, n. 3, p. 307, doi. 10.1002/(SICI)1096-9845(199703)26:3<307::AID-EQE639>3.0.CO;2-8
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