Strut-and-tie model for predicting shear strength of squat shear walls under earthquake loads

P Chetchotisak, W Chomchaipol, J Teerawong… - Engineering …, 2022 - Elsevier
In this study, a strut-and-tie model (STM) was established to predict the peak shear strength
of squat shear walls with and without boundary elements. The model was based on two …

Seismic performance of a novel partly precast RC shear wall with double precast edge members and a central T-shape CIP member

X Wang, Y Li, S Wu, R Li, C Tian, Q Hou… - Soil Dynamics and …, 2022 - Elsevier
A novel partly precast shear wall was proposed in this study to accelerate construction and
further reduce the weight of precast components for high-rise building structures. The …

[HTML][HTML] Response of RC shear walls with single and double layers of reinforcements subjected to in-plane cyclic loading

SM Ghaseminia, T Zahra, DP Thambiratnam… - Structures, 2023 - Elsevier
Reinforced concrete (RC) shear walls are primarily designed to resist lateral actions in
buildings, in addition to carrying the vertical loads from above. Recent changes in the …

Bar buckling in ductile RC walls with different boundary zone detailing: Experimental investigation

M Tripathi, RP Dhakal, F Dashti - Engineering Structures, 2019 - Elsevier
The performance of reinforced concrete (RC) structural walls during the past earthquakes in
New Zealand (2010–11) and Chile (2010) have highlighted the susceptibility of these critical …

Variability in seismic collapse probabilities of solid-and coupled-wall buildings

NA Marafi, KA Ahmed, DE Lehman… - Journal of Structural …, 2019 - ascelibrary.org
Reinforced concrete walls are a common lateral load–resisting system for buildings.
Common wall configurations are solid planar or solid flanged (H, I, T, L, or C-shaped cross …

Parametric studies on seismic performance of new precast braced concrete shear walls under cyclic loading

YC Tang, HN Li, C Li - Journal of Structural Engineering, 2023 - ascelibrary.org
A new precast concrete (PC) shear wall system with diagonal-shaped or cross-shaped
concealed bracing was developed and experimentally validated, owning sufficient energy …

Drift capacity at axial failure of RC structural walls and wall piers

SA Abdullah, JW Wallace - Journal of Structural Engineering, 2021 - ascelibrary.org
A large number of reinforced concrete (RC) buildings constructed prior to the mid-1970s in
earthquake-prone regions rely on lightly reinforced or perforated perimeter structural walls to …

Evaluation of seismic residual capacity ratio for reinforced concrete structures

AV Shegay, K Miura, K Fujita, Y Tabata… - Resilient Cities and …, 2023 - Elsevier
Use of indices that quantify the seismic residual capacity of buildings damaged in
earthquakes is one way to draw judgements on the building's safety and possibility of future …

Seismic performance of precast concrete shear wall using grouted sleeve connections for section steels reinforced at wall ends

Y Lu, L Jiang, F Lin - Structures, 2023 - Elsevier
A novel precast concrete (PC) shear wall was proposed by disconnecting the vertical rebars
in the middle zone of the wall and using grouted sleeve connections for section steels at wall …

Seismic performance of composite shear walls with embedded FCCCs in boundary elements

L Hu, P Feng, H Lin, JQ Yang, H Qiang - Composite Structures, 2021 - Elsevier
A novel composite concrete shear wall with FRP-Confined Concrete Cores (FCCCs)
arranged in the boundary elements is proposed. A series of quasi-static tests are performed …