Shear buckling behavior of a plate composite girder using concrete-filled steel tube structures
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s40091-019-00239-5.pdf
Reference14 articles.
1. Bambach MR et al (2008) Hollow and concrete filled steel hollow sections under transverse impact loads. Eng Struct 30(10):2859–2870. https://doi.org/10.1016/j.engstruct.2008.04.003
2. Baskar K et al (2002) Finite-element analysis of steel–concrete composite plate girder. J Struct Eng 128(9):1158–1168. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:9(1158)
3. CEB (1993) CEB-FIP model code 1990. Thomas Telford, London
4. Chen XW et al (2018) Shear buckling behaviour of welded stainless steel plate girders with transverse stiffeners. Thin Walled Struct 122:529–544. https://doi.org/10.1016/j.tws.2017.10.043
5. Darmawan AR et al (2018) Perilaku plate girder Badan Bergelombang. Rekayasa Sipil 11(2):116–123. https://doi.org/10.21776/ub.rekayasasipil/2017.011.02.5
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