Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/25761
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Chrysostomou, Christis | - |
dc.contributor.author | Gergely, P | - |
dc.contributor.author | Abel, J.F. | - |
dc.date.accessioned | 2022-03-01T11:45:40Z | - |
dc.date.available | 2022-03-01T11:45:40Z | - |
dc.date.issued | 2002 | - |
dc.identifier.citation | International Journal of Structural Stability and Dynamics, 2002, vol. 2, no. 3, pp. 335-353 | en_US |
dc.identifier.issn | 17936764 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/25761 | - |
dc.description.abstract | A two-dimensional computational model for infill walls is presented. The behavior of an infill wall is prescribed by a strength envelope and a hysteretic loop equation which provide smooth continuous curves. The infill is idealized with six compression-only inclined struts, which follow the behavior defined by the strength envelope and hysteretic loop equations. Three parallel struts are used in each direction, and the off-diagonal struts are located to represent the interaction between the infill and confining steel frame at locations along the beam-column spans where plastic hinges have been observed to form. The advantages of this analytical model are the following: (a) both strength and stiffness degradation of infill walls are modeled; (b) the parameters of the model have physical meaning and can be readily adapted to fit experimental data; (c) the off-diagonal struts allow modeling of the interaction between the infill and the bounding frame; and (d) local behavior, such as the effects of openings, lack of fit, and interface conditions, can be modeled. | en_US |
dc.format | en_US | |
dc.language.iso | en | en_US |
dc.relation.ispartof | International Journal of Structural Stability and Dynamics | en_US |
dc.rights | © World Scientific | en_US |
dc.subject | Infill model | en_US |
dc.subject | infill wall | en_US |
dc.subject | macro model | en_US |
dc.subject | nonlinear mechanics | en_US |
dc.subject | infill parameters | en_US |
dc.subject | strength envelope | en_US |
dc.subject | hysteresis loops | en_US |
dc.title | A six-strut model for nonlinear dynamic analysis of steel infilled frames | en_US |
dc.type | Article | en_US |
dc.collaboration | Higher Technical Institute Cyprus | en_US |
dc.subject.category | Civil Engineering | en_US |
dc.journals | Subscription | en_US |
dc.country | Cyprus | en_US |
dc.country | United States | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.identifier.doi | 10.1142/S0219455402000567 | en_US |
dc.relation.issue | 3 | en_US |
dc.relation.volume | 2 | en_US |
cut.common.academicyear | 2001-2002 | en_US |
dc.identifier.spage | 335 | en_US |
dc.identifier.epage | 353 | en_US |
item.cerifentitytype | Publications | - |
item.openairetype | article | - |
item.fulltext | No Fulltext | - |
item.grantfulltext | none | - |
item.languageiso639-1 | en | - |
item.openairecristype | http://purl.org/coar/resource_type/c_6501 | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0002-7141-7423 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Appears in Collections: | Άρθρα/Articles |
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