1992
DOI: 10.1016/0143-974x(92)90040-l
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Column-base response under applied moment

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Cited by 33 publications
(6 citation statements)
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“…To validate the FE modeling details, an experimental test results conducted by Melcher [6] was employed. Specimen (L8) that was tested in 1992 by Melchers was modeled in FE software.…”
Section: Validation Of Fe Modelsmentioning
confidence: 99%
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“…To validate the FE modeling details, an experimental test results conducted by Melcher [6] was employed. Specimen (L8) that was tested in 1992 by Melchers was modeled in FE software.…”
Section: Validation Of Fe Modelsmentioning
confidence: 99%
“…The lateral load was applied using a hydraulic ram and the applied load was measured using a calibrated load cell. The rotation of the column was measured at 200 mm above the base plate [1,6]. The simulated specimen (L8) in the current study, was connected to the concrete block by four anchor bolts.…”
Section: Validation Of Fe Modelsmentioning
confidence: 99%
See 1 more Smart Citation
“…Numerous papers propose different analytic, mathematical equations to anticipate the structural behaviour and resistance capacity of column base plate connections [18][19][20][21][22]. The previously suggested equations are applicable for standard connections with two or four anchor rods.…”
Section: Figmentioning
confidence: 99%
“…A review of literature over the last three decades indicates significant progress in understanding ECBP response, and the development of models to represent it. Studies by Picard and Beaulieu (1985), Melchers (1992), Hon and Melchers (1988), Jaspart and Vandegans (1998), and, Kavoura and co-workers (refer to (Kavoura et al, 2015(Kavoura et al, , 2017(Kavoura et al, , 2018b) collectively indicate that the rotational stiffness of ECBP connections increases with the axial load on the column; thus, this stiffness should be considered in the structural analysis. Following this observation, analytical models have been proposed to represent various parts of the load deformation response.…”
Section: Introduction To This Sectionmentioning
confidence: 99%