Author(s)

Yutong Yang¹, Yuancheng Mi¹, Hong Li¹, Zhongfa Guo², Dewen Liu^1*, Weiwei Sun¹, Min Lei³

¹College of Civil Engineering, Southwest Forestry University, Kunming, China.
²College of Civil Engineering, Rattana Bundit University, Bangkok, Thailand.
³College of Civil Engineering, Southwest Jiaotong University, Chengdu, China.

A new staggered isolated system developed from the mid-story isolated system is the new staggered story isolated system. There are not many studies on this structure currently. In this study, an 18-story new staggered story isolated system model is established using SAP2000. The dynamic nonlinear dynamic alternate method is used to analyze the structure against progressive collapse. Results show that the structure has good resistance to progressive collapse, and there is no progressive collapse under each working condition. The progressive collapse does not occur for the case of removing only one vertical structural member of the new staggered of isolated system. The side column has big influence on this isolated structures’ progressive collapse; the removal of vertical structural member of the isolation layer has less impact on the structure than the removal of the bottom vertical structural member. After the removing of the member, the internal force of the structure will be redistributed, and the axial force of the adjacent columns will change obviously, showing a trend of “near large and far small”.

The New Staggered Story Isolated System, Alternative Load Path Method, Collapse Resistance

Yang, Y. , Mi, Y. , Li, H. , Guo, Z. , Liu, D. , Sun, W. and Lei, M. (2024) Progressive Collapse Resistance of a New Staggered Story Isolated System. Open Journal of Applied Sciences, 14, 643-659. doi: 10.4236/ojapps.2024.143046.