Proceedings of 7th World Conference on Earthquake Engineering: held in Istanbul, Turkey, Sept.8-13, 1980

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• 责任者：World Conference on Earthquake Engineering
• 责任方式：Written
• 出版者：s. n.
• 出版年：1900
• 出版地：S. l.
• 出版日期：1900/1/1 0:00:00
• 分类号：473.08
• 语言：English

摘要

Experimental earthquake testing of a large scale-reinforced concrete frame with inelastic biaxial response was und%rtaken on the University of California shaking table. Comparison of results with response measured in a previous uniaxial test showed decreased capacity and greater stiffness degradation in the rectangular columns under biaxial loading, valuation of local bending mechanisms demonstrated a considerable degree of biaxial interaction when non-linear response occurred.