Numerical Investigation of the Seismic Performance of RC Columns and Entire Buildings Including Second Order Effects

Author:

Zeris Christos,Leondaris Athanassios

Publisher

Springer Nature Switzerland

Reference22 articles.

1. Saenz, L.P., Martin, I.: Test of RC columns with high slenderness ratios. ACI J. 60(5), 589–616 (1963)

2. Breen, J., Ferguson, P.: Long cantilever columns subject to lateral forces. ACI J. 66(11), 884–923 (1969)

3. Breen, J.E., MacGregor, J.G., Pfrang, E.O.: Determination of effective length factors for slender concrete columns. ACI J. 69(11), 669–672 (1972)

4. Kim, J.K., Yang, J.K.: Buckling behaviour of slender high-strength concrete columns. Eng. Struct. 17(1), 39–51 (1995)

5. Lee, J.H., Son, H.S.: Failure and strength of high-strength concrete columns subjected to eccentric loads. ACI Struct. J. 97(1), 75–85 (2000)

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