A study on ultimate behaviour of composite space truss
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-016-0920-8.pdf
Reference11 articles.
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2. El–Shiekh, A. (1999). “Effect of force limiting devices on behaviour of space truss.” Engineering Structures, Vol. 21, No. 1, pp. 34–44, DOI: 10.1016/S0141-0296(97)00136-3.
3. El–Shiekh, A. (2000). “New space truss system–from the concept to implementation.” Engineering Structures, Vol. 22, No.9, pp. 1070–1085, PII: S0141-0296(99)00051-6.
4. Fulop, A. and Ivanyi, M. (2004). “Experimentally analyzed stability and ductility behaviour of a space-truss roof system.” Thin-Walled Structures, Vol. 42, No. 2, pp. 309–320, DOI: 10.1016/S0263-8231 (03)00062-4.
5. Kim, J. W., Kim, J. J., and Rhew, H. J. (2006). “Analysis and experiment for the formation and ultimate load testing of a hypar space truss.” Journal of Constructional Steel Research, Vol. 62, Nos. 1-2, pp. 189–193, DOI: 10.1016/j.jcsr.2005.04.020.
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