A contact interface model for nonlinear cyclic moment-rotation behavior of shallow foundations
Citations
79 citations
59 citations
Cites methods from "A contact interface model for nonli..."
...It has been confronted with a ‘damage mechanics’-inspired model in [52] and with a geometric model (simplified keeping track of the actual contact area of the footing during loading) in [53]....
[...]
5 citations
5 citations
References
615 citations
"A contact interface model for nonli..." refers background or methods in this paper
...The ultimate vertical load, for pure vertical loading (VULT), is calculated using conventional bearing capacity equations (Hansen, 1970 and Hanna and Meyerhof, 1981)....
[...]
...This minimum contact length is defined as the critical contact length (Lc), which can be calculated from bearing capacity equations proposed by Hansen (1970) and Hanna and Meyerhof (1981)....
[...]
345 citations
Additional excerpts
...Other researchers have used macro-element concepts to model the load-displacement behavior of structural elements and shallow foundations (Nova and Montrasio, 1991, Cremer et al., 2001, Houlsby and Cassidy, 2002)....
[...]
199 citations
"A contact interface model for nonli..." refers background in this paper
...Geotechnical components of the foundation are known to have a significant effect on the building response to seismic shaking (Taylor et al., 1981, Faccioli et al., 2001, and Gajan et al., 2005)....
[...]
...When a footing is subjected to cyclic moment loading, due to the repeated rocking of the footing, and the formation of a gap under the unloaded portion of the footing, the soil surface beneath the footing becomes curved (Gajan et al., 2005)....
[...]
188 citations
"A contact interface model for nonli..." refers background in this paper
...12 (for H = 0) and the bounding surface proposed by Cremer et al., 2001 (for M/(H....
[...]
...Other researchers have used macro-element concepts to model the load-displacement behavior of structural elements and shallow foundations (Nova and Montrasio, 1991, Cremer et al., 2001, Houlsby and Cassidy, 2002)....
[...]
151 citations
Additional excerpts
...Other researchers have used macro-element concepts to model the load-displacement behavior of structural elements and shallow foundations (Nova and Montrasio, 1991, Cremer et al., 2001, Houlsby and Cassidy, 2002)....
[...]