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Apr 4, 2017
Experimental Investigation of Deconstructable Steel-Concrete Shear Connections in Sustainable Composite Beams
Authors: Lizhong Wang [email protected], Mark D. Webster [email protected], and Jerome F. Hajjar [email protected]Author Affiliations
Publication: Structures Congress 2017
Abstract
A new deconstructable composite floor system consisting of precast concrete planks and deconstructable clamping connections is proposed to promote sustainable design of composite flooring systems in steel buildings through reuse of the structural components. This paper presents an experimental testing program to demonstrate the strength and ductility of the deconstructable connectors and the behavior of the structural floor framing system.
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© 2017 American Society of Civil Engineers.
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Published online: Apr 4, 2017
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Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115. E-mail: [email protected]
Senior Staff II – Structures, Simpson Gumpertz & Heger Inc., Waltham, MA 02453. E-mail: [email protected]
CDM Smith Professor and Chair, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115. E-mail: [email protected]
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.