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Dynamic tests of reinforced concrete columns
Static and dynamic tests to failure were performed on 205 reinforced and plain concrete columns with slenderness ratios from 3 to 25, under concentric and eccentric loads; results of tests compare well with American Concrete Institute column formulas, except for very long columns, if static strengths of concrete and steel are replaced by corresponding dynamic strengths which depend on rate of loading; results indicate that, for loads similar to those obtained experimentally, dynamic columns are about 30 to 40% stronger than corresponding columns loaded statically.
Dynamic tests of reinforced concrete columns
Static and dynamic tests to failure were performed on 205 reinforced and plain concrete columns with slenderness ratios from 3 to 25, under concentric and eccentric loads; results of tests compare well with American Concrete Institute column formulas, except for very long columns, if static strengths of concrete and steel are replaced by corresponding dynamic strengths which depend on rate of loading; results indicate that, for loads similar to those obtained experimentally, dynamic columns are about 30 to 40% stronger than corresponding columns loaded statically.
Dynamic tests of reinforced concrete columns
Am Concrete Inst -- J
Reinschmidt, K.F. (author) / Hansen, R.J. (author) / Yang, C.Y. (author)
1964
17 pages
Article (Journal)
English
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Tests of concrete and reinforced concrete columns
| TIBKAT | 1907
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| UB Braunschweig | 1907
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| TIBKAT | 1907
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