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All issues Volume 1 (2025) Res. Des. Nucl. Eng., 1 (2025) 2025001 References
Open Access
Review
Issue
Res. Des. Nucl. Eng.
Volume 1, 2025
Article Number 2025001
Number of page(s) 9
DOI https://doi.org/10.1051/rdne/2025001
Published online 04 July 2025
  • M.P. Collins, D. Mitchell, Rational approach to shear design – the 1984 Canadian code provisions, J. Proc. 83, 925–933 (1986). [Google Scholar]
  • C.A. Whyte, Hybrid simulation of the seismic response of squat reinforced concrete shear walls (University of California, Berkeley, 2012). [Google Scholar]
  • J.R. Benjamin, H.A. Williams, The behavior of one-story reinforced concrete shear walls, J. Struct. Div. 83, 1254-1–1254-49 (1957). [Google Scholar]
  • A.E. Cardenas, H.G. Russell, W.G. Corley, Strength of low-rise structural walls, Special Publication 63, 221–242 (1980). [Google Scholar]
  • GB 50010-2010, Code for design of concrete structures (China Architecture & Building Press, Beijing, China, 2015) (in Chinese). [Google Scholar]
  • ACI 318-19, Building code requirements for structural concrete and commentary (American Concrete Institute, Farmington Hills, MI, 2019). [Google Scholar]
  • T.N. Salonikios, et al., Cyclic load behavior of low-slenderness reinforced concrete walls: design basis and test results, ACI Struct. J. 96, 649–660 (1999). [Google Scholar]
  • T.N. Salonikios, et al., Cyclic load behavior of low-slenderness reinforced concrete walls: failure modes, strength and deformation analysis, and design implications, ACI Struct. J. 97, 132–141 (2000). [Google Scholar]
  • J.S. Kuang, Y.B. Ho, Seismic behavior and ductility of squat reinforced concrete shear walls with nonseismic detailing, ACI Struct. J. 105, 225–231 (2008). [Google Scholar]
  • C.K. Gulec, Performance-based assessment and design of squat reinforced concrete shear walls (State University of New York at Buffalo, New York 2009). [Google Scholar]
  • Y. Peng, H. Wu, Y. Zhuge, Strength and drift capacity of squat recycled concrete shear walls under cyclic loading, Eng. Struct. 100, 356–368 (2015). [Google Scholar]
  • W. Kassem, Shear strength of squat walls: A strut-and-tie model and closed-form design formula, Eng. Struct. 84, 430–438 (2015). [Google Scholar]
  • B. Li, Z. Pan, W. Xiang, Experimental evaluation of seismic performance of squat RC structural walls with limited ductility reinforcing details, J. Earthq. Eng. 19, 313–331 (2015). [Google Scholar]
  • F. Wei, H. Chen, Y. Xie, Experimental study on seismic behavior of reinforced concrete shear walls with low shear span ratio, J. Build. Eng. 45, 103602 (2022). [Google Scholar]
  • D.T.W. Looi, et al., Effects of axial load on seismic performance of reinforced concrete walls with short shear span, Eng. Struct. 151, 312–326 (2017). [Google Scholar]
  • Y.Y. Li, R. Ding, J.G. Nie, Experiment study on seismic behavior of squat UHPC shear walls subjected to tension-shear combined cyclic load, Eng. Struct. 280, 115700 (2023). [Google Scholar]
  • C.C. Hung, P.L. Hsieh, Comparative study on shear failure behavior of squat high-strength steel reinforced concrete shear walls with various high-strength concrete materials, Structures 23, 56–68 (2020). [Google Scholar]
  • S. Mangalathu, et al., Data-driven machine-learning-based seismic failure mode identification of reinforced concrete shear walls, Eng. Struct. 208, 110331 (2020). [Google Scholar]
  • K. Beyer, A. Dazio, N. Priestley, Shear deformations of slender reinforced concrete walls under seismic loading, ACI Struct. J. 108, 167–177 (2011). [Google Scholar]
  • Z. Zhang, K. Zhou, Experimental study on seismic behavior of high-performance concrete shear walls with various aspect ratios, Struct. Eng. 2, 62–68 (2004) (in Chinese). [Google Scholar]
  • T. Terzioglu, K. Orakcal, L.M. Massone, Cyclic lateral load behavior of squat reinforced concrete walls, Eng. Struct. 160, 147–160 (2018). [Google Scholar]
  • P.A. Hidalgo, C.A. Ledezma, R.M. Jordan, Seismic behavior of squat reinforced concrete shear walls, Earthq. Spectra 18, 287–308 (2002). [Google Scholar]
  • Y. Zhou, et al., Experimental investigation into the seismic behavior of squat reinforced concrete walls subjected to acid rain erosion, J. Build. Eng. 44, 102899 (2021). [Google Scholar]
  • C. Jin, et al., Experimental study and finite element modelling of squat shear walls under combined cyclic loads and high axial loads, Buildings 13, 2104 (2023). [Google Scholar]
  • C. Jin, et al., A truss-arch model-based method for calculating shear walls with small shear span ratio, J. Build. Eng. 80, 108052 (2023). [Google Scholar]
  • S.M. Saheb, P. Desayi, Ultimate strength of RC wall panels with openings, J. Struct. Eng. 116, 1565–1577 (1990). [Google Scholar]
  • H. Guan, C. Cooper, D.J. Lee, Ultimate strength analysis of normal and high strength concrete wall panels with varying opening configurations, Eng. Struct. 32, 1341–1355 (2010). [Google Scholar]
  • M. Mosoarca, Failure analysis of RC shear walls with staggered openings under seismic loads, Eng. Fail. Anal. 41, 48–64 (2014). [Google Scholar]
  • J. Wang, et al., Shear behaviour of reinforced concrete structural walls with eccentric openings under cyclic loading: experimental study, Struct. Des. Tall Spec. Build. 21, 669–681 (2012). [Google Scholar]
  • F. Di Trapani, et al., Cyclic response of infilled RC frames with window and door openings: Experimental results and damage interpretation, Earthq. Eng. Struct. Dyn. 53, 43–67 (2024). [Google Scholar]
  • A.M. Fares, The impact of RC shear wall openings at the lateral stiffness of the cantilever shear walls, Res. Eng. Struct. Mater. 7, 51–63 (2021). [Google Scholar]
  • S.A. Mohamed El-Beshlawy, A review of analysis of RC shear walls with cutting out opening, Egypt. Int. J. Eng. Sci. Technol. 47, 33–47 (2024). [Google Scholar]
  • B. Li, Q. Chen, Initial stiffness of reinforced concrete structural walls with irregular openings, Earthq. Eng. Struct. Dyn. 39, 397–417 (2010). [Google Scholar]
  • S.M. Khatami, A. Mortezaei, C.B. Rui, Comparing effects of openings in concrete shear walls under near-fault ground motions, 15th World Conference on Earthquake Engineering 1, 173–182 (2012). [Google Scholar]
  • Z. Tafheem, et al., Experimental study of the influence of opening size and additional reinforcement around opening on seismic performance of reinforced concrete walls, Asian J. Civil Eng. 23, 551–572 (2022). [Google Scholar]
  • Y. Zhang, et al., Investigation on seismic behavior of RC shear walls with multiple post-construction openings based on experiment and simulation, J. Build. Eng. 46, 103707 (2022). [Google Scholar]
  • M. Liu, et al., Experimental and numerical investigation on the seismic behaviors of RC shear walls with multiple post-openings before and after strengthening by steel plates, Eng. Struct. 279, 115552. [Google Scholar]
  • H.J. Yu, et al., Cyclic loading test of structural walls with small openings, Int. J. Concr. Struct. Mater. 13, 1–14 (2019). [Google Scholar]
  • Y.C. Ou, L. Hoang, H. Roh, Cyclic behavior of squat reinforced concrete walls with openings typical of exterior walls of row houses in Taiwan, Eng. Struct. 195, 231–242 (2019). [Google Scholar]
  • C. Sabau, et al., Local and global behavior of walls with cut-out openings in multi-story reinforced concrete buildings, Eng. Struct. 187, 57–72 (2019). [Google Scholar]
  • N.A. Khan, G. Srivastava, Models for strength and stiffness of steel plate shear walls with openings, Structures 27, 2096–2113 (2020). [Google Scholar]
  • S.A. Hosseini, A. Kheyroddin, M. Mastali, An experimental investigation into the impacts of eccentric openings on the in-plane behavior of squat RC shear walls, Eng. Struct. 197, 109410 (2019). [Google Scholar]
  • G. Xu, et al., Quasi-static tests of squat reinforced concrete shear walls with openings, Eng. Struct. 293, 116666 (2023). [Google Scholar]
  • B.D. Scott, R. Park, M.J.N. Priestley, Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates, J. Proc. 79, 13–27 (1982). [Google Scholar]
  • A. Gomes, J. Appleton, Nonlinear cyclic stress-strain relationship of reinforcing bars including buckling, Eng. Struct. 19, 822–826 (1997). [Google Scholar]
  • X. Lu, Y. Chen, Modeling of coupled shear walls and its experimental verification, J. Struct. Eng. 131, 75–84 (2005). [Google Scholar]
  • J.W. Wallace, Modelling issues for tall reinforced concrete core wall buildings, Struct. Des. Tall Spec. Build. 16, 615–632 (2007). [Google Scholar]
  • X. Lu, et al., A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees, Finite Elemen. Anal. Des. 98, 14–25 (2015). [Google Scholar]
  • X. Lu, et al., Collapse simulation of reinforced concrete high-rise building induced by extreme earthquakes, Earthq. Eng. Struct. Dyn. 42, 705–723. [Google Scholar]
  • J. Wang, et al., Behavior of reinforced concrete structural walls with various opening locations: experiments and macro model, J. Zhejiang Univ. Sci. A 11, 202–211 (2010). [Google Scholar]
  • P. Hallinan, H. Guan, Layered finite element analysis of one-way and two-way concrete walls with openings, Adv. Struct. Eng. 10, 55–72 (2007). [Google Scholar]
  • R. Ding, et al., Analytical model for seismic simulation of reinforced concrete coupled shear walls, Eng. Struct. 168, 819–837 (2018). [Google Scholar]
  • K. Kolozvari, et al., State-of-the-art in nonlinear finite element modeling of isolated planar reinforced concrete walls, Eng. Struct. 194, 46–65 (2019). [Google Scholar]
  • T. Isaković, M. Fischinger, Assessment of a force-displacement based multiple-vertical-line element to simulate the non-linear axial-shear-flexure interaction behaviour of reinforced concrete walls, Bull. Earthq. Eng. 17, 6369–6389 (2019). [Google Scholar]
  • X. Cheng, H. Zhang, Numerical modelling of reinforced concrete slender walls subjected to coupled axial tension–flexure, Int. J. Concr. Struct. Mater. 15, 33 (2021). [Google Scholar]
  • K. Kolozvari, C.N. López, L.M. Massone, Efficient three-dimensional shear-flexure interaction model for reinforced concrete walls, Eng. Struct. 294, 116700 (2023). [Google Scholar]
  • X. Ji, et al., Seismic behavior and modeling of T-shaped reinforced concrete walls under high axial force ratios, Earthq. Eng. Struct. Dyn. 53, 1085–1106 (2024). [Google Scholar]
  • X. Cheng, et al., Shear behavior of reinforced concrete walls under variable axial tension-compression and cyclic lateral loads, Earthq. Eng. Struct. Dyn. 53, 4670–4687 (2024). [Google Scholar]

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