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DC Field | Value | Language |
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dc.contributor.author | Dinu, F. | - |
dc.contributor.author | Dubina, Dan | - |
dc.date.accessioned | 2021-12-20T14:16:32Z | - |
dc.date.available | 2021-12-20T14:16:32Z | - |
dc.date.issued | 2008 | - |
dc.identifier.citation | Dinu, F., & Dubina, D. (2008). Response of high rise steel buildings as a result of column loss. 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. 277-282). 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/123456789/85847 | - |
dc.description.abstract | ▪ Steel structures are extensively used for construction of high-rise buildings | en_GB |
dc.description.abstract | ▪ Design of high-rise steel frame buildings is mainly governed by lateral loads generated by winds and/or earthquakes | en_GB |
dc.description.abstract | ▪ In case of seismic design, in order to ensure an economical design, plastic incursions of some members are allowed. In recent years, a new design methodology, called | en_GB |
dc.description.abstract | ▪ According to this approach, some members are designed and detailed for energy dissipation (e.g. beams) while others (i.e. columns) should possess adequate overstrength to avoid premature fracture which may lead to a partial or soft storey mechanism. [excerpt from Description] | 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 | Tall buildings -- Design and construction | en_GB |
dc.subject | Steel, Structural | en_GB |
dc.subject | Structural engineering | en_GB |
dc.subject | Columns -- Design and construction | en_GB |
dc.subject | Earthquake resistant design | en_GB |
dc.title | Response of high rise steel buildings as a result of column loss | 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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Response_of_high_rise_steel_buildings_as_a_result_of_column_loss_2008.pdf Restricted Access | 979.5 kB | Adobe PDF | View/Open Request a copy |
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