Cyclic Testing of T-shaped Moderate-Aspect-Ratio Shear Walls with High Strength Reinforcement

Aaleti S (2009) Behavior of rectangular concrete walls subjected to simulated seismic loading. Ph.D. thesis, Iowa State University, Ames, Iowa.

Aristizabal O, Dario J (1987) Seismic behavior of slender coupled wall systems. J Struct Eng 113(10):2221–2234

Blandón C, Bonett R (2019) Thin slender concrete rectangular walls in moderate seismic regions with a single reinforcement layer. J Building Eng 28:101035

Brueggen BL (2009) Performance of T-shaped reinforced concrete structural walls under multi-directional loading. Ph.D. thesis, University of Minnesota.

Cao W, Zhang J, Zhang J et al (2009) Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss. Front Archit Civil Eng China 3(4):370

Chen XL, Fu JP, Hao X et al (2019) Seismic behavior of reinforced concrete squat walls with high strength reinforcements: an experimental study. Struct Concr 20(3):911–931

Choi CS, Ha SS, Lee LH (2004) Evaluation of deformation capacity for RC T-shaped cantilever walls. J Earthq Eng 8(3):397–414

CMC (China Ministry of Construction) (2010) Code for seismic design of buildings (GB 50011–2010). China Architecture & Building Press, Beijing ((in Chinese))

Dong YR, Xu ZD, Zeng K (2018) Seismic behavior and cross-scale refinement model of damage evolution for RC shear walls. Eng Struct 167(15):13–25

Faraone G, Hutchinson TC, Piccinin R (2019) Cyclic lateral load response of a full-scale flexure-dominated shear wall. ACI Struct J 116(6):281–292

Ji XD, Liu D, Jiaru Q (2017) Improved design of special boundary elements for T-shaped reinforced concrete walls. Earthq Eng Eng Vib 16:83–95

Ji XD, Cheng XW, Xu MC (2018) Coupled axial tension-shear behavior of reinforced concrete walls. Eng Struct 167:132–142

Lan WW, Zhang ZW, Li B (2017) Seismic performance of T-shaped steel-concrete composite structural walls subjected to loadings from different directions. J Constr Steel Res 128:7–18

Lu XL, Yang JH (2015) Seismic behavior of T-shaped steel reinforced concrete shear walls in tall buildings under cyclic loading. Struct Design Tall Spec Build 24(2):141–157

Ma J, Li B (2017) Seismic behavior of l-shaped RC squat walls under various lateral loading directions. J Earthq Eng 23(3–5):422–443

Panagiotou M, Restrepo JI, Conte JP (2011) Shake-table test of a full-scale 7-story building slice. Phase I: rectangular wall. J Struct Eng 137(6):691–704

Pinle Z, Junxiong L, Gan Z (2021a) Seismic behavior of flanged reinforced concrete shear walls with high-strength stirrup under cyclic loading. Struct Design Tall Spec Build 30:e1844

Pinle Z, Yaoqiong He, Gan Z, Junxiong L, Zhiji Z (2021b) Numerical modeling of flanged RC shear walls considering shear deformation and coupled flexural-shear effects. J Civil Environ Eng 43(1):145–154 ((in Chinese))

Terzioglu T, Orakcal K, Massone LM (2018) Cyclic lateral load behavior of squat reinforced concrete walls. Eng Struct 160:147–160

Thomsen JH (1995) Displacement based design of reinforced concrete structural walls: an experimental investigation of walls with rectangular and T-shaped cross-sections. Ph.D. thesis, Clarkson University.

Tran TA (2012) Experimental and analytical studies of moderate aspect ratio reinforced concrete structural walls. Ph.D. thesis, University of California, Los Angeles

Tran TA, Wallace JW (2015) Cyclic testing of moderate-aspect-ratio reinforced concrete structural walls. ACI Struct J 112(6):653–665

Wang B, Shi QX, Cai WZ (2018) Seismic behavior of flanged reinforced concrete shear walls under cyclic loading. ACI Struct J 115(5):1231–1242

Xu G, Li AQ (2020) Hysteretic performance of reinforced concrete cavity shear walls. Struct Concrete 21(2):610–624

Zhang PL, Li QL (2014) Cumulative damage model of mid-rise shear wall and its experimental verification. Struct Design Tall Spec Build 23:580–592

Zhang Z, Li B (2016) Seismic performance assessment of slender T-shaped reinforced concrete walls. J Earthq Eng 20(8):1342–1369

Zheng D, Liang XW, Deng MK (2016) Cyclic behavior of shear walls with HPFRCCs in the inelastic deformation critical region. Struct Design Tall Spec Build 2016(25):886–903