With the aim of improving the seismic performance and resiliency of steel framed-tube
structures (SFTSs), high-strength SFTSs with end-plate-connected replaceable shear links …

In steel frame-tube structures (SFTSs) the application of flexural beam is not suitable for the
beam with span-to-depth ratio lower than five because the plastic hinges at beam-ends can …

This paper focuses on the application of a new shear link in moment-resisting frames by
perforating the web at the mid-span of the beam. Typically, in moment-resisting frames the …

Beams of steel frame-tube structures (SFTSs) typically have span-to-depth ratios of less than
five. This makes a flexural beam unsuitable for such an application because the plastic …

提出了一种震后功能可快速恢复的新型结构体系—含可更换剪切型耗能梁段-
高强钢组合框筒结构(简称HSS-SFTS). 为研究和比较HSS-SFTS 与传统钢框筒结构(简称FTS) …

含可更换剪切型耗能梁段钢框筒是一种耗能性能良好的结构, 利用位于部分裙梁跨中的耗能梁段
集中塑性变形, 有利于震后损坏耗能梁段的快速替换和结构功能的快速恢复 …

To enhance the seismic performance of traditional eccentrically braced frame structures, this
study introduces an innovative mid-splice replaceable link. Compared to conventional …

To enhance the seismic performance and post-earthquake reparability of traditional
eccentrically braced frame structures, this study proposes a two-segment replaceable links …

Moment resisting frames (MRF) as one of the conventional lateral load resisting systems in
buildings suffer from some limitations including code limitations on minimum span-to-depth …

含可更换剪切型耗能梁段钢框筒是一种新型消能减震结构, 利用部分裙梁跨中耗能梁段集中塑性
变形, 方便震后快速替换和结构功能恢复. 利用时程分析进行该结构截面的初选计算成本高 …