SEISMIC RESPONSE OF UNDERGROUND REINFORCED CONCRETE STRUCTURE
作者： Koji ITO , Satoru OHNO , Takashi MATSUDA
关键词:
摘要: A centrifuge model test with similitude of 1/20 is carried out to clarify the inelastic response character-istics reinforced concrete members in culvert type underground structure. Numerical analysis simulating confirm applicability numerical procedure considering material non-linearity. It concluded that member miniature similar actual mechanical properties and yielding reinforcing bars was found under applied strong motions. The present had possibility predicting soil-structure interaction during earthquakes.
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