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DC Field | Value | Language |
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dc.contributor.author | Landolfo, Raffaele | - |
dc.contributor.author | Piluso, V. | - |
dc.contributor.author | Brescia, M. | - |
dc.contributor.author | D'Aniello, M. | - |
dc.contributor.author | Mammana, O. | - |
dc.contributor.author | Tortorelli, S. | - |
dc.date.accessioned | 2021-12-28T07:10:12Z | - |
dc.date.available | 2021-12-28T07:10:12Z | - |
dc.date.issued | 2008 | - |
dc.identifier.citation | Landolfo, R., Piluso, V., Brescia., M., D’Aniello, M., Mammana, O., & Tortorelli, S. (2008). Rotation capacity vs demand of steel beams under catastrophic events. 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. 146-151). 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/123456789/86111 | - |
dc.description.abstract | A wide ongoing experimental campaign has been planned in order characterize the rotation capacity of steel beams under large deformation demand coming from catastrophic events. To achieve this purpose, a set of steel profiles have been selected as representative specimens of the class of beams usually adopted in the common Moment Resisting Frames (MRFs). Indeed, the choice of this sub-assemblage scheme allows to examine the role of bending moment gradient on the flexural capacity of the tested steel beams. The preliminary experimental results are compared with those ongoing from the numerical analyses. Moreover, having adopted the hysteretic properties calibrated on the basis of experimental results, some MRF structures have been analysed in order to evaluate the rotation demand under catastrophic events. | 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 | Steel, Structural -- Earthquake effects -- Testing | en_GB |
dc.subject | Steel framing (Building) -- Design and construction | en_GB |
dc.subject | Structural frames -- Earthquake effects | en_GB |
dc.subject | Buckling (Mechanics) | en_GB |
dc.subject | Earthquake engineering | en_GB |
dc.title | Rotation capacity vs demand of steel beams under catastrophic events | 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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Rotation_capacity_vs_demand_of_steel_beams_under_catastrophic_events_2008.pdf Restricted Access | 835.27 kB | Adobe PDF | View/Open Request a copy |
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