Reinforced concrete U-shaped walls are embedded within buildings internationally and can provide the primary lateral resistance to buildings in the events of high winds or …
R Hoult, K Beyer - Journal of Structural Engineering, 2020 - ascelibrary.org
Reinforced concrete (RC) U-shaped walls are a popular construction choice, commonly used to resist the lateral loads from wind and earthquakes. In many buildings, the center of …
R Hoult… - 3rd European …, 2022 - dial.uclouvain.be
Reinforced concrete core walls form the backbone of millions of buildings internationally, bracing the structure against wind and earthquake loading. Due largely to plan asymmetry, a …
Y Lu, M Panagiotou… - Earthquake Engineering & …, 2016 - Wiley Online Library
A three‐dimensional beam‐truss model for reinforced concrete (RC) walls developed by the first two authors in a previous study is modified to better represent the flexure–shear …
K Beyer, A Dazio, MJN Priestley - 2008 - infoscience.epfl.ch
The objective of the present work is that of making a contribution to the performance-based seismic design of RC buildings with U-shaped walls. Since U-shaped walls are often placed …
R Hoult, C Doneux… - Earthquake …, 2023 - journals.sagepub.com
This data paper describes an experimental campaign on two reinforced concrete (RC) U- shaped walls, including details of the test units, materials, test setup, loading protocol …
The three-dimensional (3D) beam-truss model (BTM) for reinforced concrete (RC) walls, which was developed by the first two authors in a previously published paper, is modified to …
D De Domenico - Engineering Structures, 2021 - Elsevier
The torsional strength of reinforced concrete (RC) members is typically calculated through the thin-walled tube, space truss analogy. The governing equations are simple equilibrium …
H Arabzadeh, K Galal - Journal of Structural Engineering, 2018 - ascelibrary.org
Although dynamic torsional responses are often regarded as secondary effects in the seismic design of symmetric-plan buildings, torsional effects arising from plan asymmetry …