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首页> 美国政府科技报告 >Response of Reinforced Concrete Plate-Column Connections to Dynamic and Static Horizontal Loads. Appendices E to H
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Response of Reinforced Concrete Plate-Column Connections to Dynamic and Static Horizontal Loads. Appendices E to H

机译：钢筋混凝土板柱连接对动静态水平荷载的响应。附录E至H.

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Five static tests and three dynamic tests were performed in this study of the response of interior reinforced concrete plate-column connections. Experimental variables included reinforcement ratio and the amount of superimposed vertical load. The eight specimens had certain common characteristics. Nominal slab dimensions were 1.8 by 1.8 m; slab thickness was 76 mm. The column was square with dimensions of 0.3 by 0.3 m. The reinforcement layout in the slab was isotropic. The specimens under static tests provided information on the influence of the change in reinforcement ratio and the amount of superimposed vertical load on the response to horizontal loading. An analysis model (the 'grid model') was developed to help interpret the results from the statically tested specimens. The specimens under dynamic tests were used to obtain data on the response of the specimens, the observed hysteresis, and calculated damping.

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