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DC Field | Value | Language |
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dc.contributor.author | Dubina, Dan | - |
dc.contributor.author | Dinu, F. | - |
dc.contributor.author | Stratan, A. | - |
dc.date.accessioned | 2021-12-22T14:23:53Z | - |
dc.date.available | 2021-12-22T14:23:53Z | - |
dc.date.issued | 2008 | - |
dc.identifier.citation | Dubina, D., Dinu, F., & Stratan, A. (2008). Seismic resistant dual steel /dual frames: Performance based analysis of structural effectiveness. In Mazzolani, F. M., Mistakidis, E., Borg, R. P., Byfield, M., De Matteis, G., Dubina.,..Wang, Y. (Eds.), Urban habitat constructions under catastrophic events: COST Action C26 (pp. 187-192). Malta: University of Malta. Dept. of Building & Civil Engineering. | en_GB |
dc.identifier.isbn | 9789990944402 | - |
dc.identifier.uri | https://www.um.edu.mt/library/oar/handle/123456789/86016 | - |
dc.description.abstract | ▪ Dual frame configurations: realised by a combination of a rigid subsystem (e.g. eccentrically braced frame EBF) and a flexible subsystem (e.g. moment frame MRF), represent a convenient arrangement | en_GB |
dc.description.abstract | ▪ Dual steel: in order to concentrate the damage in the rigid subsystem (ex. links of EBF), the dissipative members are fabricated from steel with lower yield strength in comparison with rest of the structure. | en_GB |
dc.description.abstract | ▪ If dissipative members are realised to be removable following an earthquake, the repair costs and time of interruption of building use can be reduced | en_GB |
dc.description.abstract | ▪ Seismic performance is evaluated using non-linear incremental analysis | en_GB |
dc.language.iso | en | en_GB |
dc.publisher | University of Malta. Department of Building & Civil Engineering | en_GB |
dc.rights | info:eu-repo/semantics/restrictedAccess | en_GB |
dc.subject | Earthquake resistant design | en_GB |
dc.subject | Buildings -- Protection | en_GB |
dc.subject | Buildings -- Earthquake effects | en_GB |
dc.subject | Steel, Structural | en_GB |
dc.subject | Steel framing (Building) | en_GB |
dc.title | Seismic resistant dual steel /dual frames : performance based analysis of structural effectiveness | en_GB |
dc.type | bookPart | en_GB |
dc.rights.holder | The copyright of this work belongs to the author(s)/publisher. The rights of this work are as defined by the appropriate Copyright Legislation or as modified by any successive legislation. Users may access this work and can make use of the information contained in accordance with the Copyright Legislation provided that the author must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the prior permission of the copyright holder. | en_GB |
dc.description.reviewed | peer-reviewed | en_GB |
Appears in Collections: | Urban habitat constructions under catastrophic events : COST Action C26 |
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Seismic_resistant_dual_steel_dual_frames_performance_based_analysis_of_structural_effectiveness_2008.pdf Restricted Access | 991.05 kB | Adobe PDF | View/Open Request a copy |
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