Collapse risk-targeted seismic design of concrete-filled steel tube frame-RC core tube structures

W Shan, X Zhou, X Lin, P Gao - Structures, 2023 - Elsevier
The concrete-filled steel tube (CFST) frame-reinforced concrete (RC) core tube composite
structure is a widely-used structural system of high-rise buildings due to its high compressive …

Seismic and damping performance of frame-distributed rocking tubes-core tube structure

Y Chen, H He, S Cheng, S Li - Journal of Building Engineering, 2022 - Elsevier
In order to improve the economical deficiency of the traditional frame-core tube (FCT)
structure due to the large tube area proportion, a new high-rise structure of the frame …

[PDF][PDF] 489 米超高层建筑抗倒塌分析案例研究

顾栋炼, 吴小宾, 张庆林, 彭志桢, 刘宜丰, 田源… - 工程力学, 2024 - researchgate.net
超高层建筑的抗倒塌设计是其安全设计中的重要一环, 保障超高层建筑的抗倒塌性能对于保护
人民生命财产安全具有重要意义. 现阶段系统考虑超高层建筑抗地震倒塌和抗连续倒塌研究的 …

Seismic behavior and design of concrete-filled steel tubular frame-RC core tube structures

X Li, J Liu, L Wang, Y Ma, YF Chen - Engineering Structures, 2024 - Elsevier
In the design of frame-core tube structures, the method for adjusting the frame bearing
capacity and stiffness to ensure the structure as a dual system is a critical issue. This study …

Study on the overturning resistance of a new staggered story isolated structure

T Zhao, D Liu, Z Guo, H Shan, Y Huo, X Li, M Lei - Structures, 2024 - Elsevier
The isolated bearings of high-rise base isolated structures are prone to buckling instability
under tensile and compressive stresses, leading to structural overturning. This limits the …