The equivalent plastic hinge length of RC shear wall is often regarded as an important index to be studied in the framework of performance-based seismic design, for which a series of …
K Liang, RKL Su - Engineering Structures, 2024 - Elsevier
This study investigates the seismic behavior of reinforced concrete (RC) non-seismically designed shear walls with moderate shear span-to-length ratios (SLR), while being …
WZ Cai, B Wang, QX Shi, MZ Wu - Journal of Earthquake …, 2024 - Taylor & Francis
This research investigates the determination method, spreading mechanism and influencing factors of the plastic hinge length for asymmetrical flanged walls using the finite element …
K Qian, B Li, Y Liu - Magazine of Concrete Research, 2017 - icevirtuallibrary.com
Two series of experimental tests on reinforced concrete (RC) squat walls with irregular openings were analysed. The experimental evidence indicated that flanges significantly …
B Wang, QX Shi, WZ Cai - The Structural Design of Tall and …, 2019 - Wiley Online Library
Compared with rectangular walls, a relatively large proportion of shear deformations are expected for flanged walls due to their larger flexural capacity. As few well‐documented …
Q Zhi, B Zhou, Z Zhu, Z Guo - Advances in Structural …, 2019 - journals.sagepub.com
This article presents an analysis procedure for evaluation of load–deformation behavior of reinforced concrete shear walls with continuous or lap-spliced bar connections in plastic …
JH Mun, KH Yang - Magazine of Concrete Research, 2016 - icevirtuallibrary.com
A simplified strut-and-tie model (STM) is established, based on the crack band theory of fracture mechanics for evaluating the lateral load capacity of squat reinforced concrete (RC) …
Past earthquakes have shown that appropriately designed and detailed buildings with shear walls have great performance such a way that a considerable portion of inelastic energy …