A comprehensive review and classification of inter-module connections for hot-rolled steel modular building systems

DA Corfar, KD Tsavdaridis - Journal of Building Engineering, 2022 - Elsevier
In the recent history the development of inter-module connection (IMC) systems for steel
modular building systems (MBSs) has gained traction with many researchers and engineers …

Experiment on seismic behavior of earthquake-resilience prefabricated cross hinge column foot joint

AL Zhang, X Chen, ZQ Jiang, YT Kang… - Journal of Constructional …, 2022 - Elsevier
In order to realize the earthquake-resilience of column foot joint, based on the concept of
plastic damage control, a new type of prefabricated cross hinge column foot joint is …

Experimental investigation on seismic performance of an enhanced embedded base for CFST columns

S Tan, L Guo, C Jia, Y Xu - Engineering Structures, 2024 - Elsevier
To reduce the embedded depth and improve the seismic performance of the embedded
column base for concrete-filled steel tubes, an enhanced embedded column base is …

Simplified restoring force model of earthquake-resilient prefabricated column foot joint with lateral force-resisting energy-consuming device

ZQ Jiang, XF Yang, AL Zhang, XS Hua, XC Liu - Structures, 2023 - Elsevier
Achieving controlled damage and earthquake resilience of column foot joints is the key to
improving the overall performance of the structure. Besides, the restoring force model of the …

Seismic research on column base joint of L-shaped CFST columns under cyclic loading

Z Chen, J Xu, T Zhou, J Su - Structures, 2022 - Elsevier
The newly exposed column base (ECB) for L-shaped concrete-filled steel tube (CFST)
columns investigated in this study consists of an outer base plate, a concrete cushion, and …

Design concepts and seismic behavior of ductile linked rocking steel frames

F Wang, Y Cui, T Chen - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
This paper proposes a novel ductile linked rocking steel frame (DLRF) that relying on gravity
load and rocking column base components rather than post-tensioning elements to provide …

Experimental investigation on punching shear behavior of the embedded column base for CFSTs

S Tan, C Jia, L Guo, F Ou, Y Xu - Engineering Structures, 2022 - Elsevier
In this paper, the punching shear behavior of the embedded column base for the concrete-
filled steel tube is experimentally studied. Push-out tests were firstly conducted to obtain the …

Experimental investigation on seismic performance of embedded column base for circular CFST

S Tan, L Guo, C Jia, Y Xu - Journal of Building Engineering, 2024 - Elsevier
Embedded column bases for concrete-filled steel tubes play an essential role in the
structural safety of high-rise and super-high-rise buildings. However, the working …

Experimental and numerical investigation on punching shear behavior of an enhanced embedded column base for CFSTs

S Tan, L Guo, C Jia - Archives of Civil and Mechanical Engineering, 2023 - Springer
To improve the punching shear resistance, an enhanced embedded column base for
concrete-filled steel tubes has been proposed, where a pair of strengthening beams are …

Monotonic Pushover analysis of Externally Reinforced Welded I-column to foundation Connection

S Setia, CVR Murthy, VK Sehgal, S Magapu - International Journal of …, 2024 - Springer
This study presents an improved understanding of the stress distribution in the joint region of
weak-axis connections in steel MRFs, and based on this understanding, connection …