Strengthening and retrofitting techniques to mitigate progressive collapse: A critical review and future research agenda

F Kiakojouri, V De Biagi, B Chiaia, MR Sheidaii - Engineering structures, 2022 - Elsevier
Abnormal events, that are unforeseeable low-probability and high-impact events, cause
local failure (s) to structures that can lead to the collapse of other members and, eventually …

Precast RC structures' progressive collapse resistance: Current knowledge and future requirements

IMH Alshaikh, AA Abadel, M Alrubaidi - Structures, 2022 - Elsevier
Precast construction has received a lot of interest over the last few decades. Among the
advantageous aspects of precast structures are superior quality, faster construction, and …

Seismic behavior of a replaceable artificial controllable plastic hinge for precast concrete beam-column joint

H Huang, Y Yuan, W Zhang, M Li - Engineering Structures, 2021 - Elsevier
To promote and effectively control precast structures' seismic performance, a novel bending-
shear decoupled prefabricated beam-column joint with a replaceable Artificial Controllable …

Numerical predictions of progressive collapse in reinforced concrete beam-column sub-assemblages: A focus on 3D multiscale modeling

X Long, PM Iyela, Y Su, MM Atlaw, SB Kang - Engineering Structures, 2024 - Elsevier
The progressive collapse of reinforced concrete (RC) beam-column sub-assemblage under
catenary action (CA) using the alternate load path method to evaluate structures' robustness …

Numerical investigation on compressive arch action of prestressed concrete beam-column assemblies against progressive collapse

Y Huang, Y Tao, W Yi, Y Zhou, L Deng - Journal of Building Engineering, 2021 - Elsevier
To investigate the compressive arch action (CAA) of prestressed concrete beam-column
assemblies, bonded prestressed concrete (BPC) assembly models were established and …

New moment-resisting beam-column joints to increase progressive collapse resistance of precast concrete buildings

HM Elsanadedy - Journal of Building Engineering, 2021 - Elsevier
Since existing precast RC (reinforced concrete) structures are lacking structural continuity at
regions of beam-column connections, they are less resistant to progressive collapse in the …

Mechanical performance of prefabricated concrete beam-column joints with double-grouted sleeve connectors: A numerical and theoretical study

Z Lu, B Wu, H Sakata, J Huang, M Zhang - Structures, 2023 - Elsevier
This paper presents a systematic numerical study on the structural performance of a newly
developed quick-buildable beam-column joint with double-grouted sleeves considering its …

Seismic design and hybrid simulation test of existing concrete frames upgraded by metallic damper

L Guo, J Wang, H Wang - Engineering Structures, 2023 - Elsevier
Concrete frame makes up a large amount of current building structures. Therefore, there is a
high need to upgrade the existing frame owing to material aging, cracking and crushing of …

Numerical investigation on progressive collapse resistance of post-tensioned precast concrete beam-column assemblies under a column-loss scenario

Y Tao, Y Huang - Engineering Structures, 2022 - Elsevier
Post-tensioned precast concrete (PTPC) frames exhibit better seismic behavior and self-
centering capability than conventional precast concrete frames, but few studies have …

Artificial neural network and regressed beam-column connection explicit mathematical moment-rotation expressions

ABH Kueh - Journal of Building Engineering, 2021 - Elsevier
Steel flush endplate beam-column connections behavior is commonly described by the
moment-rotation, M-φ, relationship, which is characterized by two essential terms; resistant …