Theoretical and experimental study on composite steel–concrete shear walls with vertical steel encased profiles
作者： D. Dan , A. Fabian , V. Stoian
DOI: 10.1016/J.JCSR.2010.12.013
关键词: Deformation (engineering) 、 Dissipation 、 Ductility 、 Load capacity 、 Materials science 、 Shear wall 、 Numerical analysis 、 Composite material 、 Structural engineering 、 Cross section (physics) 、 Composite number
摘要: … tests on composite steel–concrete shear walls with steel encased profiles (CSRCW), performed at Politehnica University of Timişoara, Romania. The composite steel–concrete structural …
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