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Pushover Analysis of MDOF System with SSI Effects and According to FEMA 440
dc.creator | Ćosić, Mladen | |
dc.date.accessioned | 2023-10-19T11:41:03Z | |
dc.date.available | 2023-10-19T11:41:03Z | |
dc.date.issued | 2010 | |
dc.identifier.uri | http://rims.institutims.rs/handle/123456789/607 | |
dc.description.abstract | This paper discusses the analysis of soil-structure interaction using Displacement Modification Method, which was developed within the concept of FEMA 440 regulations. This method belongs to a group of static seismic methods, and uses the model of nonlinear behaviour of structures. To assess the effects of soil-structure interaction applied multi-parametric analysis of kinematics and damping effects of the ground or soil. The research was conducted also, on a model where the impact of introducing foundation structure and soil. The soil is modeled as a homogeneous, elastic, isotropic half-space (HEIS), while the connection of foundation structure-HEIS achieved using contact gap elements. In all analysis were introduced development of geometric nonlinearity, while development of material nonlinearity introduced by the concentrated plastic hinge model. | sr |
dc.language.iso | en | sr |
dc.rights | openAccess | sr |
dc.rights.uri | https://creativecommons.org/licenses/by-sa/4.0/ | |
dc.source | 3rd Symposium for Geotechnics, Macedonian Associations for Geotechnics, Ohrid, Macedonia, Proceedings | sr |
dc.subject | soil-structure interaction | sr |
dc.subject | pushover analysis | sr |
dc.subject | target displacement | sr |
dc.title | Pushover Analysis of MDOF System with SSI Effects and According to FEMA 440 | sr |
dc.type | conferenceObject | sr |
dc.rights.license | BY-SA | sr |
dc.citation.epage | 8 | |
dc.citation.spage | 1 | |
dc.identifier.fulltext | http://rims.institutims.rs/bitstream/id/1270/bitstream_1270.pdf | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_rims_607 | |
dc.type.version | publishedVersion | sr |