NDLI: Theoretical analysis and numerical simulation on behaviour properties of large span cable-supported structures under fire conditions

Content Provider	Springer Nature Link
Author	Bai, Yin Shi, YongJiu Wang, YuanQing
Copyright Year	2009
Abstract	Large span cable-supported structures have been developed rapidly in China, and they always adopt high-strength steel cables as structural members. However, the modulus of elasticity and yield strength of steel material will decrease seriously under fire conditions while fire protection is unlikely to be provided for steel cable. Several typical large span cable-supported structures such as cable truss, beam string structure and prestressed cable net are studied on their structural behaviour in this paper. Theoretical formulae are derived in terms of geometrical and material nonlinearity with high temperature effect. Finite element models are also established to simulate the structural performance under fire conditions. The calculation formulae for fire-resisting design are suggested for these three types of structures, while displacement and prestressed force variation rules are also given.
Starting Page	2340
Ending Page	2349
Page Count	10
File Format	PDF
ISSN	10069321
Journal	Science in China Series E: Technological Sciences
Volume Number	52
Issue Number	8
e-ISSN	1862281X
Language	English
Publisher	SP Science in China Press
Publisher Date	2008-09-11
Publisher Place	Heidelberg
Access Restriction	Subscribed
Subject Keyword	cable-supported structure fire resisting design theoretical deriviation prestensioning force variation FEA model Engineering
Content Type	Text
Resource Type	Article
Subject	Engineering Materials Science

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