Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/46733
Full metadata record
DC FieldValueLanguage
dc.contributor.authorWu, Ke-Chiang.en_US
dc.date.accessioned2011-12-23T07:25:30Z-
dc.date.available2011-12-23T07:25:30Z-
dc.date.copyright2010en_US
dc.date.issued2010-
dc.identifier.citationWu, K. C. (2010). Assessment of reinforcement concrete and composite steel-concrete columns to resist the effects of suitcase bombs. Master’s thesis, Nanyang Technological University, Singapore.
dc.identifier.urihttp://hdl.handle.net/10356/46733-
dc.description194 p.en_US
dc.description.abstractThe risks represented by suitcase bombs are of particular concern because they can be transported by hand and placed almost anywhere in close proximity with key structural components. Although suitcase bombs are relatively small in size, ranging from 5kg to 25kg, their effect on structural components may be severe. The most common failure mode of blast loads is progressive collapse. One of the most useful information that can aid in assessing if a structure would collapse is the residual axial strength of its columns.en_US
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen_US
dc.titleAssessment of reinforcement concrete and composite steel-concrete columns to resist the effects of suitcase bombsen_US
dc.typeThesisen_US
dc.contributor.supervisorLi Bingen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeMaster of Engineering (CEE)en_US
item.fulltextWith Fulltext-
item.grantfulltextrestricted-
Appears in Collections:CEE Theses
Files in This Item:
File Description SizeFormat 
CEE_THESES_22.pdf
  Restricted Access
17.05 MBAdobe PDFView/Open

Page view(s) 5

290
Updated on Dec 2, 2020

Download(s) 50

15
Updated on Dec 2, 2020

Google ScholarTM

Check

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.