Steel and Composite Structures

Volume 50, Number 1, 2024, pages 107-122

DOI: 10.12989/scs.2024.50.1.107

Effect of unequal spans on the collapse behavior of multi-story frames with reduced beam section connections

Zheng Tan , Wei-hui Zhong , Bao Meng , Li-min Tian , Yao Gao , Yu-hui Zheng , Hong-Chen Wang

Abstract

Following an internal column failure, adjacent double-span beams above the failed column will play a critical role in the load transfer and internal force redistribution within the remaining structure, and the span-to-depth ratios of double-span beams significantly influence the structural resistance capacity against progressive collapse. Most existing studies have focused on the collapse-resistant performances of single-story symmetric structures, whereas limited published works are available on the collapse resistances of multi-story steel frames with unequal spans. To this end, in this study, numerical models based on shell elements were employed to investigate the structural behavior of multi-story steel frames with unequal spans. The simulation models were validated using the previous experimental results obtained for single- and two-story steel frames, and the load–displacement responses and internal force development of unequal-span three-story steel frames under three cases were comprehensively analyzed. In addition, the specific contributions of the different mechanism resistances of unequal-span, double-span beams of each story were separated quantitatively using the energy equilibrium theory, with an aim to gain a deeper level of understanding of the load-resistance mechanisms in the unequal-span steel frames. The results showed that the axial and flexural mechanism resistances were determined by the span ratio and linear stiffness ratio of double-span beams, respectively.

Key Words

cooperative working; multi-story steel frame; progressive collapse; resistance contribution; unequal spa

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