DocumentCode
3043573
Title
Vulnerability analysis of structures under loads based on the form
Author
Zhu, Nanhai ; Ye, Jihong
Author_Institution
Key Lab. of Concrete & Prestressed Concrete Struct. of Minist. of Educ., Southeast Univ., Nanjing, China
fYear
2011
fDate
26-28 July 2011
Firstpage
1406
Lastpage
1410
Abstract
The robustness shows the ability of a structure to resist damage. For a structure small damage can lead to disproportionate consequences if it is not sufficiently robust. In this paper, the theory of structural vulnerability developed at the University of Bristol is applied to the analysis of vulnerable failure scenarios of the structure. The displacement response under unit force is used as a new measurement of the well-formedness to combine the theory with a standard response analysis and to identify the failure position of the structure under practical loads. Numerical analysis is carried out for vulnerable failure scenarios of a pin-jointed truss and a 24-member space frame. A comparison was made between the failure scenario of the structure due to the vulnerability analysis and the practical external loads. It is shown that this approach is efficient in the determination of the weakness and the failure position of structures under load actions.
Keywords
failure (mechanical); structural engineering; supports; displacement response; numerical analysis; pin-jointed truss; response analysis; space frame; structure vulnerability analysis; structures under load actions; unit force; vulnerable failure scenario; Displacement measurement; Force; Indexes; Periodic structures; Robustness; Safety; Seismic measurements; failure scenarios; load action; structural form; vulnerability;
fLanguage
English
Publisher
ieee
Conference_Titel
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location
Hangzhou
Print_ISBN
978-1-61284-771-9
Type
conf
DOI
10.1109/ICMT.2011.6002744
Filename
6002744
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