Analysis of Vertically Oriented Coupled Shear Wall Interconnected with Coupling Beams
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Doi: 10.28991/HIJ-2022-03-02-010
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References
Santhakumar, A. R. (1974). Ductility of coupled shear walls. PhD thesis, University of Canterbury, Christchurch 8041, New Zealand.
Fischinger, M. (Ed.). (2014). Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society. Geotechnical, Geological and Earthquake Engineering. doi:10.1007/978-94-017-8875-5.
A.C.I. Committee, 318-14 (2019). Building Code Requirements for Structural Concrete and Commentary. Farmington Hills: American Concrete Institute. doi:10.14359/51716937.
Alvarez, R., Restrepo, J. I., Panagiotou, M., & Santhakumar, A. R. (2019). Nonlinear cyclic Truss Model for analysis of reinforced concrete coupled structural walls. Bulletin of Earthquake Engineering, 17(12), 6419–6436. doi:10.1007/s10518-019-00639-8.
Panagiotou, M., Restrepo, J. I., & Conte, J. P. (2011). Shake-Table Test of a Full-Scale 7-Story Building Slice. Phase I: Rectangular Wall. Journal of Structural Engineering, 137(6), 691–704. doi:10.1061/(asce)st.1943-541x.0000332.
Panagiotou, M., & Restrepo, J. I. (2011). Displacement-Based Method of Analysis for Regular Reinforced-Concrete Wall Buildings: Application to a Full-Scale 7-Story Building Slice Tested at UC–San Diego. Journal of Structural Engineering, 137(6), 677–690. doi:10.1061/(asce)st.1943-541x.0000333.
Panagiotou, M., & Restrepo, J. I. (2009). Dual-plastic hinge design concept for reducing higher-mode effects on high-rise cantilever wall buildings. Earthquake Engineering and Structural Dynamics, 38(12), 1359–1380. doi:10.1002/eqe.905.
NIST. (2017). Guidelines for nonlinear structural analysis and design of buildings. Part I - general. In NIST GCR 17-917-46v1 (p. 137). doi:10.6028/NIST.GCR.17-917-46v1.
ASCE 41-13. (2014). Seismic Evaluation and Retrofit of Existing Buildings. American Society of Civil Engineers. doi:10.1061/9780784412855.
Naish, D., Fry, A., Klemencic, R., & Wallace, J. (2013). Reinforced concrete coupling beams-part II: Modeling. ACI Structural Journal, 110(6), 1067–1075. doi:10.14359/51686161.
Zhang, P. (2013). Nonlinear dynamic analysis model for RC shear wall. Applied Mechanics and Materials, 275–277, 1020–1023. doi:10.4028/www.scientific.net/AMM.275-277.1020.
Mazars, J., Kotronis, P., & Davenne, L. (2002). A new modelling strategy for the behavior of shear walls under dynamic loading. Earthquake Engineering and Structural Dynamics, 31(4), 937–954. doi:10.1002/eqe.131.
Sholeh, M., Braam, C. R., Hordijk, D. A. & Van Keulen, D.C. (2014). Investigation into behaviour of coupled shear walls by means of continuous method. Master thesis, Technical university of Delft, Delft, Netherlands.
Honarparast, S., & Chaallal, O. (2019). Non-linear time history analysis of reinforced concrete coupled shear walls: Comparison of old design, modern design and retrofitted with externally bonded CFRP composites. Engineering Structures, 185, 353–365. doi:10.1016/j.engstruct.2019.01.113.
Ding, R., Tao, M. X., Nie, X., & Mo, Y. L. (2018). Analytical model for seismic simulation of reinforced concrete coupled shear walls. Engineering Structures, 168, 819–837. doi:10.1016/j.engstruct.2018.05.003.
Lu, X., Xie, L., Guan, H., Huang, Y., & Lu, X. (2015). A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees. Finite Elements in Analysis and Design, 98, 14–25. doi:10.1016/j.finel.2015.01.006.
Turgeon, J. (2011). The seismic performance of coupled reinforced concrete walls. PhD Thesis, University of Washington, Washington, United States. Available online: https://digital.lib.washington.edu/researchworks/handle/1773/17060 (accessed on February 2022).
Abdullah, S. A., & Wallace, J. W. (2019). Drift capacity of reinforced concrete structural walls with special boundary elements. ACI Structural Journal, 116(1), 183–194. doi:10.14359/51710864.
Abdullah, S. A. Reinforced Concrete Structural Walls: Test Database and Modeling Parameters. University of California.
Almeida, J. P., Tarquini, D., & Beyer, K. (2016). Modelling Approaches for Inelastic Behaviour of RC Walls: Multi-level Assessment and Dependability of Results. Archives of Computational Methods in Engineering, 23(1), 69–100. doi:10.1007/s11831-014-9131-y.
Eom, T. S., Park, H. G., & Kang, S. M. (2009). Energy-based cyclic force-displacement relationship for reinforced concrete short coupling beams. Engineering Structures, 31(9), 2020–2031. doi:10.1016/j.engstruct.2009.03.008.
Yang, C., Chen, S.-C., Yen, C.-H., & Hung, C.-C. (2022). Behaviour and detailing of coupling beams with high-strength materials. Journal of Building Engineering, 47, 103843. doi:10.1016/j.jobe.2021.103843.
Li, G. Q., Pang, M., Sun, F., Jiang, J., & Hu, D. (2018). Seismic behavior of coupled shear wall structures with various concrete and steel coupling beams. Structural Design of Tall and Special Buildings, 27(1), 1405. doi:10.1002/tal.1405.
Mihaylov, B. I., & Franssen, R. (2017). Shear-flexure interaction in the critical sections of short coupling beams. Engineering Structures, 152, 370–380. doi:10.1016/j.engstruct.2017.09.024.
Seo, S. Y., Yun, H. Do, & Chun, Y. S. (2017). Hysteretic Behavior of Conventionally Reinforced Concrete Coupling Beams in Reinforced Concrete Coupled Shear Wall. International Journal of Concrete Structures and Materials, 11(4), 599–616. doi:10.1007/s40069-017-0221-8.
Wang, T., Shang, Q., Wang, X., Li, J., & Kong, Z. (2018). Experimental validation of RC shear wall structures with hybrid coupling beams. Soil Dynamics and Earthquake Engineering, 111, 14–30. doi:10.1016/j.soildyn.2018.04.021.
Álvarez, R., Restrepo, J. I., Panagiotou, M., & Godínez, S. E. (2020). Analysis of reinforced concrete coupled structural walls via the Beam-Truss Model. Engineering Structures, 220, 111005. doi:10.1016/j.engstruct.2020.111005.
Lehman, D. E., Turgeon, J. A., Birely, A. C., Hart, C. R., Marley, K. P., Kuchma, D. A., & Lowes, L. N. (2013). Seismic Behavior of a Modern Concrete Coupled Wall. Journal of Structural Engineering, 139(8), 1371–1381. doi:10.1061/(asce)st.1943-541x.0000853.
Thomsen, J. H., & Wallace, J. W. (2004). Displacement-Based Design of Slender Reinforced Concrete Structural Walls—Experimental Verification. Journal of Structural Engineering, 130(4), 618–630. doi:10.1061/(asce)0733-9445(2004)130:4(618).
ABAQUS (2014). CAEU Guide: ABAQUS Version 6.14. Groupe Dassault, Paris, France.
Lefas, I. D., Kotsovos, M. D., & Ambraseys, N. N. (1990). Behavior of reinforced concrete structural walls. Strength, deformation characteristics, and failure mechanism. ACI Structural Journal, 87(1), 23–31. doi:10.14359/2911.
Subedi, N. K. (1991). RC‐Coupled Shear Wall Structures. I: Analysis of Coupling Beams. Journal of Structural Engineering, 117(3), 667–680. doi:10.1061/(asce)0733-9445(1991)117:3(667).
DOI: 10.28991/HIJ-2022-03-02-010
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