Post-tensioning of glass beams: Analytical determination of the allowable pre-load. [PDF]
Glass Struct Eng, 2021 Cupać J, Louter C, Nussbaumer A.
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Experimental and Numerical Analyses of Stud Shear Connectors in Steel-SFRCC Composite Beams. [PDF]
Materials (Basel), 2022 Peng K +5 more
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Inelastic Behaviour of Hybrid Steel/Concrete Column-to-Flat Slab Assemblages
, 2011 The use of tubular columns in conjunction with reinforced concrete flat slabs provides structurally efficient solutions which avoid undesirable failure modes such as those associated with shear.
Eder, Martin A., Eder, Martin A.
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Review of Research on the Fire Behavior of Simple Shear Connections. [PDF]
Fire Technol, 2021 Fischer EC, Chicchi R, Choe L.
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Genes for highly abundant proteins in Escherichia coli avoid 5' codons that promote ribosomal initiation. [PDF]
PLoS Comput Biol, 2023 Lewin LE, Daniels KG, Hurst LD.
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Strengthening of Continuous Reinforced Concrete Deep Beams with Large Openings Using CFRP Strips. [PDF]
Materials (Basel), 2021 Khalaf MR +3 more
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Flexural Performance of an Innovative Girder-to-Pier Joint for Composite Bridges with Integral Piers: Full-Scale Test. [PDF]
Materials (Basel)Xie W, Zhang B, Yu L, Su Q, Matanmi FO.
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Corrosion Development of Carbon Steel Grids and Shear Connectors in Cracked Composite Beams Exposed to Wet-Dry Cycles in Chloride Environment. [PDF]
Materials (Basel), 2018 Xue W, Chen J, Xu F, Jiang AY.
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