Kurt H. Gerstle
Affiliations: | Civil Engineering | University of Colorado, Boulder, Boulder, CO, United States |
Website:
http://www.colorado.edu/engineering/deaa/cgi-bin/display.pl?id=181Google:
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Publications
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Walter H, Gerstle KH. (2006) Experiments on concrete cubes under non-proportional loading in multiaxial compression Computational Modelling of Concrete Structures - Proceedings of Euro-C 2006. 459-465 |
Bursi OS, Gerstle KH. (1994) Analysis of flexibly connected braced steel frames Journal of Constructional Steel Research. 30: 61-83 |
Bursi OS, Gerstle KH, Sigfusdottir A, et al. (1994) Behavior and analysis of bracing connections for steel frames Journal of Constructional Steel Research. 30: 39-60 |
Gerstle KH. (1988) Effect of connections on frames Journal of Constructional Steel Research. 10: 241-267 |
Cook NE, Gerstle KH. (1987) Safety of type 2 steel frames under load cycles Journal of Structural Engineering (United States). 113: 1456-1467 |
Cook NE, Gerstle KH. (1987) Safety of Type 2 Steel Frames Journal of Structural Engineering-Asce. 113: 1444-1455 |
Stelmack TW, Marley MJ, Gerstle KH. (1986) Analysis and tests of flexibly connected steel frames Journal of Structural Engineering (United States). 112: 1573-1588 |
Cook NE, Gerstle KH. (1985) Load history effects on structural members Journal of Structural Engineering (United States). 111: 628-640 |
Ackroyd MH, Gerstle KH. (1983) Elastic stability of flexibly connected frames Journal of Structural Engineering (United States). 109: 241-245 |
Ackroyd MH, Gerstle KH. (1983) Strength of flexibly connected steel frames Engineering Structures. 5: 31-37 |