EVALUATION OF CORRELATION BETWEEN DAMAGE LEVELS OF REINFORCED CONCRETE BUILDINGS AND PEAK GROUND VELOCITIES DURING THE 1995 HYOGOKEN-NANBU EARTHQUAKE BASED ON TREE-BASED MODEL | Zendy

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EVALUATION OF CORRELATION BETWEEN DAMAGE LEVELS OF REINFORCED CONCRETE BUILDINGS AND PEAK GROUND VELOCITIES DURING THE 1995 HYOGOKEN-NANBU EARTHQUAKE BASED ON TREE-BASED MODEL

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