1. OAR@UM
  2. Faculty for the Built Environment
  3. Department of Construction and Property Management
  4. Books - FacBenCPM
  5. Urban habitat constructions under catastrophic events : COST Action C26
Please use this identifier to cite or link to this item: https://www.um.edu.mt/library/oar/handle/123456789/85641
Full metadata record
DC FieldValueLanguage
dc.contributor.authorKuhlmann, Ulrike-
dc.contributor.authorRölle, Lars-
dc.date.accessioned2021-12-15T16:53:33Z-
dc.date.available2021-12-15T16:53:33Z-
dc.date.issued2008-
dc.identifier.citationKuhlmann, U., & Rölle, L. (2008). Ductile and partial-strength steel & composite joints as basis for redundant and robust frame structures. 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. 288-293). Malta: University of Malta. Dept. of Building & Civil Engineering.en_GB
dc.identifier.isbn9789990944402-
dc.identifier.urihttps://www.um.edu.mt/library/oar/handle/123456789/85641-
dc.description.abstract▪ The paper highlights the ductility demand of beam-to-column connections in the framework of progressive collapse assessment of framed steel or composite structures considering sudden column loss due to e.g. impact, blast, etc..en_GB
dc.description.abstract▪ There are different design approaches to achieve the mitigation of progressive collapse. One method of achieving this goal effectively is the redundancy approach (alternate load path method). The redundancy approach is well suitable for structural steel buildings with inherent sufficient ductile material behaviour allowing deformations when local failure occurs. [extract from description]en_GB
dc.language.isoenen_GB
dc.publisherUniversity of Malta. Department of Building & Civil Engineeringen_GB
dc.rightsinfo:eu-repo/semantics/restrictedAccessen_GB
dc.subjectStructural framesen_GB
dc.subjectSteel, Structuralen_GB
dc.subjectSteel framing (Building)en_GB
dc.subjectStructural engineeringen_GB
dc.subjectStructural analysis (Engineering)en_GB
dc.titleDuctile and partial-strength steel & composite joints as basis for redundant and robust frame structuresen_GB
dc.typebookParten_GB
dc.rights.holderThe 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.reviewedpeer-revieweden_GB
Appears in Collections:Urban habitat constructions under catastrophic events : COST Action C26

Files in This Item:
File Description SizeFormat 
Ductile_and_partial_strength_steel_and_composite_joints_as_basis_for_redundant_and_robust_frame _structures_2008.pdf
  Restricted Access		1.2 MBAdobe PDFView/Open Request a copy
Show simple item record Statistics


Items in OAR@UM are protected by copyright, with all rights reserved, unless otherwise indicated.