J Shanghai Jiaotong Univ Sci

Journal of Shanghai Jiaotong University(Science) >

2020 , Vol. 25 >Issue 4: 495 - 508

DOI: https://doi.org/10.1007/s12204-020-2175-2

Collapse Patterns and Their Discrimination of Reinforced Concrete Shear Wall Under Combined Stresses of Compression and Shear due to Strong Earthquake

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  • (1. School of Civil Engineering and Architecture, Ningbo Institute of Technology, Zhejiang University, Ningbo 315100,
    Zhejiang, China; 2. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai
    200240, China; 3. School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454003, Henan, China)

Online published: 2020-07-29

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Abstract

The collapse patterns of reinforced concrete (RC) shear walls under seismic load are proposed. The
crack distribution and propagation of shear walls are specifically based on the failure criterions of Mohr-Coulomb
with tension cutoff. Three zones and five different corresponding failure modes of RC shear walls are determined
according to the transfer path of shear stress in shear wall. These failure modes of shear walls under seismic load
are verified by many experimental results and can be utilized in collapsing analysis for frame-shear wall structure.

Key words： seismic load; reinforced concrete (RC); shear walls; collapsing patterns

Cite this article

ZHA Zhixiang, LIU Xila, XU Bo . Collapse Patterns and Their Discrimination of Reinforced Concrete Shear Wall Under Combined Stresses of Compression and Shear due to Strong Earthquake[J]. Journal of Shanghai Jiaotong University(Science), 2020 , 25(4) : 495 -508 . DOI: 10.1007/s12204-020-2175-2

References

[1] TASNIMI A A. Strength and deformation of mid-rise shear walls under load reversal [J]. Engineering Structures,2010, 22(4): 311-322.
[2] DASHTI F, DHAKAL R P, PAMPANIN S. Comparative in-plane pushover response of a typical RC rectangular wall designed by different standards [J]. Earthquakes and Structures, 2014, 7(5): 667-689.
[3] El-AZIZY O A, SHEDID M T, El-DAKHAKHNI W W, et al. Experimental evaluation of the seismic performance of reinforced concrete structural walls with differentend configurations [J]. Engineering Structures,2015, 101: 246-263.
[4] LI B, PAN Z F, XIANGWZ. Experimental evaluation of seismic performance of squat RC structural walls with limited ductility reinforcing details [J]. Journal of Earthquake Engineering, 2015, 19(2): 313-331.
[5] JALALI A, DASHTI F. Nonlinear behavior of reinforced concrete shear walls using macroscopic and microscopic models [J]. Engineering Structures, 2010, 32(9): 2959-2968.
[6] LUNA B N, RIVERA J P, WHITTAKER A S. Seismic behavior of low-aspect-ratio reinforced concrete shear walls [J]. ACI Structural Journal, 2015, 112(5): 593-603.
[7] MA J X, LI B. Seismic behavior of L-shaped RC squat walls under various lateral loading directions [J]. Journal of Earthquake Engineering, 2019, 23(3): 422-443.
[8] MA J X, LI B. Experimental and analytical studies on H-shaped reinforced concrete squat walls [J]. ACI Structural Journal, 2018, 115(2): 425-438.
[9] CHEN W F. Plasticity, limit analysis and structural design [J]. International Journal of Solids and Structures,2000, 37(1): 81-92.
[10] ZHANG J C. Effects of wall and slab on the performance of reinforced concrete structures under earthquake[D]. Shanghai, China: Shanghai Jiao Tong University,2013 (in Chinese).
[11] KABEYASAWA T, SHIOARA T H, OTANL S. U.SJapan cooperative research on RC full-scale building test [C]//8th World Conference on Earthquake Engineering. San Francisco, CA, USA: the Seismological Society of America, 1984: 627-634.
[12] KIM Y, KABEYASAWA T, KABEYASAWA T, et al. Dynamic collapse analysis of the six-story fullscale wall-frame building [J]. Structural Engineering Research Frontiers, 2007, 249(3): 1-14.
[13] POULSEN P N, DAMKILDE L. Limit state analysis of reinforced concrete plates subjected to in-plane forces [J]. International Journal of Solids and Structures,2000, 37: 6011-6029.
[14] HSU T T C. Stress and crack angles in concrete membrane elements [J]. Journal of Structural Engineering,2000, 126(5): 631-633.
[15] WEI Q. Basic principle numerical method and program of discrete element method [M]. Beijing, China:Science Press, 1991 (in Chinese).
[16] HAKUNO M, MEGURO K. Simulation of cocrneteframe collapse due to dynamic loading [J]. Journal of Engineering Mechanics, 1993, 119(9): 1709-1723.
[17] SUN L M, QIN D, FAN L C. A new model for collapse analysis of reinforced concrete bridge [J]. China Civil Engineering Journal, 2002, 35(6): 53-58 (in Chinese).
[18] QIN D, FAN L C. Numerical simulation on collapse process of reinforced concrete structures [J]. Journal of Tongji University, 2001, 29(1): 80-83 (in Chinese).
[19] WANG Q, LU X L. Simulation analysis of seismic collapse process for frame structures by DEM [J]. Earthquake Engineering and Engineering Vibration, 2006,26(6): 77-82 (in Chinese).
[20] WANG Q, LU X L. Application of the DEM to the seismic response analysis of frame structures [J]. Earthquake Engineering and Engineering Vibration, 2004,24(5): 73-78 (in Chinese).
[21] JIN W L, FANG T. Numerical simulation of failure behavior of reinforced concrete frame structures by discrete element method [J]. Engineering Mechanics, 2005, 22(4): 67-73 (in Chinese).
[22] MOHEBKHAH A, TASNIMI A A, MOGHADAM H A. Nonlinear analysis of masonry-infilled steel frames with openings using discrete element method [J]. Journal of Constructional Steel Research, 2008, 64(12):1463-1472.
[23] MIAO J J, GU X L, ZHANG W P, et al. Numerical simulation analysis for the collapse response of masonry structures under earthquakes [J]. China Civil Engineering Journal, 2005, 38(9): 45-52 (in Chinese).
[24] THOMAS T C. Hsu. Stresses and crack angles in concrete membrane elements [J]. Journal of Structural Engineering,1998, 124(12): 1476-1484
[25] ZHA Z X, LIU X L, PENG W, et al. Cracking patterns of shear walls in reinforced concrete structure due to strong earthquake based on Mohr-Coulomb criterion[J]. Journal of Donghua University (English Edition),2015, 32(4): 541-548.
[26] ZHANG H M, LU X L, YANG X P, et al. Influence of boundary stirrup on seismic behavior of reinforced concrete shear walls [J]. Structural Engineers, 2008,24(5): 100-104 (in Chinese).
[27] GONG Z G, LU X L, JI S Z. Experimental study on seismic behavior of RC shear walls with different boundary restraints [J]. Structural Engineers, 2006,22(1): 56-61 (in Chinese).
[28] ZHANG J W, CAO W L, WU D Y, et al. Seismic experiment and load-carrying capacity calculation of low-rise RC shear wall with bi-directional single row of steel bars [J]. Journal of Beijing University of Technology,2010, 36(2): 179-186 (in Chinese).
[29] LI B, LI H N. Research of quasi-static test and hysteretic curve model for reinforced concrete short shear walls [J]. Journal of Shenyang Jianzhu University (Natural Science), 2010, 26(5): 869-874 (in Chinese).
[30] LI H N, LI B. Experimental study on seismic restoring performance of reinforced concrete shear walls [J].Journal of Building Structures, 2004, 25(5): 35-42 (in Chinese)
[31] ZHOU G Q, SUN H J, ZHOU D Y. Experimental researth on earthquake-resistant behavior of reinforced concrete shear-walls [J]. Journal of Shandong Jianzhu University, 2010, 25(1): 41-51 (in Chinese).
[32] WEN B J. Researth on shear capacity of yield hinge regions of reinforced concrete shear wall [D]. Xi’an,China: Xi’an university of architecture & technology,2008 (in Chinese)
[33] ZHOU Y, LIU Z L, LIU F, et al. Experimental study on seismic performance of the short pier shear wall (SPW) with rectangular section [J]. Journal of Building Structures, 2008, 29(4): 81-88 (in Chinese).

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