Experimental study on seismic behavior of high-strength concrete filled double-steel-plate composite walls

JG Nie, HS Hu, JS Fan, MX Tao, SY Li, FJ Liu - Journal of Constructional …, 2013 - Elsevier
In order to improve the ductility of the core wall in super high-rise buildings subjected to high
axial compressive force and seismic effect, a new detailed concrete filled double-steel-plate …

Understanding poor seismic performance of concrete walls and design implications

S Sritharan, K Beyer, RS Henry, YH Chai… - Earthquake …, 2014 - journals.sagepub.com
The 2010–2011 Canterbury earthquakes in New Zealand revealed (1) improved structural
response resulting from historical design advancements,(2) poor structural performance due …

Modeling of cyclic shear-flexure interaction in reinforced concrete structural walls. I: Theory

K Kolozvari, K Orakcal, JW Wallace - Journal of Structural …, 2015 - ascelibrary.org
Existing approaches used to model the lateral load versus deformation responses of
reinforced concrete walls typically assume uncoupled axial/flexural and shear responses. A …

Modeling of cyclic shear-flexure interaction in reinforced concrete structural walls. II: Experimental validation

K Kolozvari, TA Tran, K Orakcal… - Journal of Structural …, 2015 - ascelibrary.org
This paper presents the experimental calibration and validation of the analytical wall model
that incorporates interaction between shear and flexural responses under cyclic loading …

Behavior, design, and modeling of structural walls and coupling beams—Lessons from recent laboratory tests and earthquakes

JW Wallace - International Journal of Concrete Structures and …, 2012 - Springer
Observed wall damage in recent earthquakes in Chile and New Zealand, where modern
building codes exist, exceeded expectations. In these earthquakes, structural wall damage …

Experimental study of rectangular multi-partition steel-concrete composite shear walls

L Guo, Y Wang, S Zhang - Thin-Walled Structures, 2018 - Elsevier
Multi-partition composite shear walls have the strong points, such as high load-carrying
capacity, good ductility, excellent energy dissipation capacity and fast construction speed …

Cyclic testing of moderate-aspect-ratio reinforced concrete structural walls

TA Tran, JW Wallace - ACI Structural Journal, 2015 - search.proquest.com
An experimental study was conducted to provide insight into the nonlinear cyclic response of
moderate-aspect-ratio cantilever structural walls. Constant axial load and reversed cyclic …

Quasi-static test and strut-and-tie modeling of precast concrete shear walls with grouted lap-spliced connections

Q Zhi, Z Guo, Q Xiao, F Yuan, J Song - Construction and Building Materials, 2017 - Elsevier
This paper discusses the seismic performance of nine full-scale shear walls including seven
precast specimens and two cast-in-place specimens. The precast specimens were designed …

Experimental study on seismic performance of steel fiber reinforced high strength concrete composite shear walls with different steel fiber volume fractions

X Lu, Y Zhang, H Zhang, H Zhang, R Xiao - Engineering Structures, 2018 - Elsevier
The concrete at the bottom corner of the reinforced concrete shear walls is easily crushed to
failure under vertical and horizontal loads owing to its low tensile strength. Casting steel …

Seismic behavior of steel fiber-reinforced high-strength concrete mid-rise shear walls with high-strength steel rebar

J Zhang, J Liu, X Li, W Cao - Journal of building engineering, 2021 - Elsevier
To investigate the seismic behavior of shear walls with high-strength materials, cyclical
quasi-static tests on five half-scale shear walls with an aspect ratio of 1.5 were carried out …