Seismic retrofit of reinforced concrete beam-column joints using various confinement techniques: A review

CB Ong, CL Chin, CK Ma, JY Tan, AZ Awang, W Omar - Structures, 2022 - Elsevier
The catastrophic seismic events have urged the need for effective retrofitting techniques for
the non-seismically designed structures built in the seismic active zone. The design and …

Size effect of axial-loaded concrete-filled steel tubular columns with different confinement coefficients

L Jin, L Fan, P Li, X Du - Engineering Structures, 2019 - Elsevier
Numerous size effect laws of concrete materials have been proposed by scholars, while the
size effect laws for concrete filled steel tubular members are still under study. A three …

Seismic behaviour and size effect of column base joints with inverted exposed grouted sleeves

DH Qiao, YQ Xu, X Zhang, JB Pang, K Liu… - Journal of Building …, 2022 - Elsevier
To solve the problems of invisible grouting processes and grouting defects in the vertical
connection of traditional grouted sleeves, four inverted exposed grouted sleeve (IEGS) …

Effects of cross section size and transverse rebar on the behavior of short squared RC columns under axial compression

L Jin, M Du, D Li, X Du, H Xu - Engineering Structures, 2017 - Elsevier
The paper reports the results of a series of tests of geometrically similar stocky reinforced
concrete (RC) columns having different sizes with a ratio of 1: 1.5: 2.25. The effects of stirrup …

Size effect in circular concrete-filled steel tubes with different diameter-to-thickness ratios under axial compression

W Wang, H Ma, Z Li, Z Tang - Engineering Structures, 2017 - Elsevier
Axial compression tests of circular concrete-filled steel tubes with different diameters (219
mm, 426 mm, and 630 mm) and ratios of tube diameter to steel thickness (55 and 88) were …

Size effect tests of normal-strength and high-strength RC columns subjected to axial compressive loading

D Li, L Jin, X Du, J Fu, A Lu - Engineering Structures, 2016 - Elsevier
Geometrically similar reinforced concrete (RC) columns subjected to axial compressive
loading were tested for the study of size effect. Herein the present work, a series of axial …

Cyclic performance of beam-column subassemblies with construction joint in column retrofitted with GFRP

B Roy, AI Laskar - Structures, 2018 - Elsevier
Construction of multistoried reinforced concrete buildings require construction joint in
columns at each floor level. Recent research shows that such construction joint in column …

Shear failure of geometrically similar RC shear walls: Mesoscopic modellings and analysis

L Jin, L Miao, X Du - Structures, 2023 - Elsevier
Reinforced concrete (RC) shear wall often exhibits a brittle failure pattern, which may
present an obvious size effect. The objective of this study is to explore the size effect on RC …

Cyclic behavior of RC beam-column joints with epoxy resin and ground tire rubber as partial cement replacement

LM Gil-Martín, AE Rodríguez-Suesca… - … and Building Materials, 2019 - Elsevier
The introduction of polymers in ordinary cement concrete in order to reduce the Portland
cement consumption is gaining more attraction in the field of civil engineering. However, in …

Effect of cross-section size on the flexural failure behavior of RC cantilever beams under low cyclic and monotonic lateral loadings

L Jin, W Yu, X Su, S Zhang, X Du, J Han, D Li - Engineering Structures, 2018 - Elsevier
The objectives of this study are, on one hand, to present an experimental campaign on the
flexural failure behavior of RC beams under both low cyclic and monotonic lateral loadings …