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dc.contributor.author | Tsampras, Georgios![]() |
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dc.contributor.author | Sause, Richard![]() |
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dc.contributor.author | Zhang, Dichuan![]() |
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dc.contributor.author | Fleischman, Robert B.![]() |
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dc.date.accessioned | 2017-01-06T03:56:31Z | |
dc.date.available | 2017-01-06T03:56:31Z | |
dc.date.issued | 2016 | |
dc.identifier.citation | Tsampras, G., Sause, R., Zhang, D., Fleischman, R. B., Restrepo, J. I., Mar, D., & Maffei, J. (2016). Development of deformable connection for earthquake-resistant buildings to reduce floor accelerations and force responses. Earthquake Engineering and Structural Dynamics. DOI: 10.1002/eqe.2718 | ru_RU |
dc.identifier.uri | http://nur.nu.edu.kz/handle/123456789/2157 | |
dc.description.abstract | This paper presents the development of a deformable connection that is used to connect each floor system of the flexible gravity load resisting system (GLRS) with the stiff lateral force resisting system (LFRS) of an earthquake-resistant building. It is shown that the deformable connection acts as a seismic response modification device, which limits the lateral forces transferred from each floor to the LFRS and allows relative motion between the GLRS and LFRS. | ru_RU |
dc.language.iso | en | ru_RU |
dc.publisher | Earthquake Engineering and Structural Dynamics | ru_RU |
dc.rights | Attribution-NonCommercial-ShareAlike 3.0 United States | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-sa/3.0/us/ | * |
dc.subject | Buckling restrained brace | ru_RU |
dc.subject | Deformable connection | ru_RU |
dc.subject | Floor accelerations | ru_RU |
dc.subject | Friction device | ru_RU |
dc.subject | Higher-mode responses | ru_RU |
dc.subject | Low damping laminated rubber bearings | ru_RU |
dc.title | Development of deformable connection for earthquake-resistant buildings to reduce floor accelerations and force responses | ru_RU |
dc.type | Article | ru_RU |
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