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Analysis of Steel Connections to Resist Progressive Collapse

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DOI: 10.4236/wjet.2019.72B002    78 Downloads   131 Views

ABSTRACT

This paper presented a methodology for the analysis and design of steel connections under a double-span connection within the context of preventing progressive collapse. First, various connection models were described and their pros and cons were provided. Then, the load-displacement characteristics of a component-based spring model were described. Thirdly, an experi-mental study on the behaviors of shear tab connections under tension was presented. The main sources of the deformation capacity of the shear tab connections were identified. Finally, a design example of a shear tab connection was provided to illustrate the methodology.

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Gong, Y. , Zhang, C. and Deng, J. (2019) Analysis of Steel Connections to Resist Progressive Collapse. World Journal of Engineering and Technology, 7, 10-20. doi: 10.4236/wjet.2019.72B002.

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