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Study on Seismic Performance of Precast Shear Wall Structure Connected by Sleeve and Threaded Rod Connectors

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Abstract

Two precast shear walls connected by sleeve and high-strength threaded rod connectors and a precast shear wall connected by grouting sleeves were tested under cyclic loading. The results show that, compared with the precast shear wall connected by the grouting sleeve, the ductility of the new type of shear wall increased by 16.7%, the energy dissipation capacity decreased by 3%, and the bearing capacity and stiffness degradation ability were similar. A finite element parameter analysis was conducted, studying the effects of the axial compression ratio and shear span ratio on the performance of the new type of precast shear wall. The results show that as the axial compression ratio increased from 0.1 to 0.3, the bearing capacity increased by 21.8%, and the peak load displacement decreased by 36.1%. As the shear span ratio increased from 1.09 to 1.82, the failure mode of the specimen showed a trend of changing from shear-compression failure to bending failure. In addition, based on the experimental results and simulation results, a calculation formula for the lateral bearing capacity of shear walls has been proposed, providing a basis for the design of new types of shear walls.

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Data availability

The datasets used or analyzed during the current study are available from the corresponding author on reasonable request.

Code availability

Not applicable.

References

  1. VanGeem M (2006) Achieving sustainability with precast concrete. PCI J 51(1):42–61

    Article  Google Scholar 

  2. Yee A (2001) Social and environmental benefits of precast concrete technology. PCI J 46(3):14–9

    Article  Google Scholar 

  3. Karaton M, Osmanlı ÖF, Gülşan ME (2021) Investigation of uncertainties in nonlinear seismic analysis of the reinforced concrete shear walls. Int J Civ Eng 19:301–318

    Article  Google Scholar 

  4. Singhal S, Chourasia A, Chellappa S, Parashar J (2019) Precast reinforced concrete shear walls: state of the art review. Struct Concr 20(3):886–898

    Article  Google Scholar 

  5. Fang Q, Qiu H, Sun J et al (2022) Experimental study on shear performance of steel-concrete composite bolted connectors in precast concrete shear walls. Int J Civ Eng 20:445–459

    Article  Google Scholar 

  6. Hutchinson R, Rizkalla S, Lau M et al (1991) Horizontal post-tensioned connections for precast concrete load bearing shear wall panels. PCI J 36(6):64–76

    Article  Google Scholar 

  7. Soudki K, Rizkalla S, Daikiw R (1995) Horizontal connections for precast concrete shear walls subjected to cyclic deformations part 2: prestressed connections. PCI J 40(5):82–96

    Article  Google Scholar 

  8. Xue W, Huang Q, Gu X et al (2022) Hysteretic behavior of precast concrete shear walls with steel sleeve-corrugated metallic duct hybrid connections. Struct 38:820–831

    Article  Google Scholar 

  9. Peng Y, Qian J, Wang Y (2016) Cyclic performance of precast concrete shear walls with a mortar–sleeve connection for longitudinal steel bars. Mater Struct 49(6):2455–2469

    Article  Google Scholar 

  10. Xu G, Wang Z, Wu B et al (2017) Seismic performance of precast shear wall with sleeves connection based on experimental and numerical studies. Eng Struct 150:346–358

    Article  Google Scholar 

  11. Zhi Q, Guo Z, **ao Q et al (2017) Quasi-static test and strut-and-tie modeling of precast concrete shear walls with grouted lap-spliced connections. Constr Build Mater 15:190–203

    Article  Google Scholar 

  12. Qu X, **e Y, Sun Y et al (2023) Study of mechanical properties of grouting defective sleeve. Struct 48:1128–1140

    Article  Google Scholar 

  13. **ao S, Wang Z, Li X et al (2021) Study of effects of sleeve grouting defects on the seismic performance of precast concrete shear walls. Eng Struct 236:111833

    Article  Google Scholar 

  14. Shemie M (1973) Bolted connections in large panel system buildings. PCI J 18(1):27–33

    Article  Google Scholar 

  15. Cheng B, Cai Y, Looi D (2021) Experiment and numerical study of a new bolted steel plate horizontal joints for precast concrete shear wall structures. Struct 32:760–777

    Article  Google Scholar 

  16. Hofheins C, Reaveley L, Pantelides C (2002) Behavior of welded plate connections in precast concrete panels under simulated seismic loads. PCI J 47(4):122–133

    Article  Google Scholar 

  17. Fu Y, Fan G, Tao L (2022) Seismic behavior of prefabricated steel reinforced concrete shear walls with new type connection mode. Struct 37:483–503

    Article  Google Scholar 

  18. Semelawy M, Soliman A, Damatty A (2015) Novel anchor-jointed precast shear wall: testing and validation. Proc Inst Civil Eng Struct Build 168(4):263–274

    Article  Google Scholar 

  19. Semelawy M, Soliman A, Damatty A (2017) Finite-element analysis of anchor-jointed precast structural wall system. Proc Inst Civil Eng Struct Build 170(8):543–554

    Article  Google Scholar 

  20. Guo W, Zhai Z, Yu Z et al (2019) Experimental and numerical analysis of the bolt connections in a low-rise precast wall panel structure system. Adv Civ Eng. https://doi.org/10.1155/2019/7594132

    Article  Google Scholar 

  21. Li W, Gao H, **ang R et al (2021) Experimental study of seismic performance of precast shear wall with a new bolt-plate connection joint. Struct 34:3818–3833

    Article  Google Scholar 

  22. Han Q, Wang D, Zhang Y et al (2020) Experimental investigation and simplified stiffness degradation model of precast concrete shear wall with steel connectors. Eng Struc 220:110943

    Article  Google Scholar 

  23. Naserpour A, Fathi M, Dhakal RP (2022) Demountable shear wall with rocking boundary columns for precast concrete buildings in high seismic regions. Struct 41:1454–1474

    Article  Google Scholar 

  24. GB T 50081–2019 (2019) Standard for test methods of concrete physical and mechanical properties. China Building Industry Press, Bei**g

    Google Scholar 

  25. GB50010-2010 (2010) Code for design of concrete structures. China architecture and building press, Bei**g

    Google Scholar 

  26. JG T 408–2019 (2019) Cementitious grout for sleeve of rebar splicing. China standards press, Bei**g

    Google Scholar 

  27. GB T 228.1-2010 (2010) Metallic materials—tensile testing—part 1: method of test at room temperature. Architecture and building press, Bei**g

    Google Scholar 

  28. JGJ T 101–2015 (2015) Specification for seismic test of buildings. China building industry press, Bei**g

    Google Scholar 

  29. Guo Z (1999) Principle of reinforced concrete. Tsinghua University Press, Bei**g

    Google Scholar 

  30. TCECS795-2021 (2021) Technical specification for monolithic assembled concrete shear wall structure with non-connected vertical distribution reinforcement. China Architecture & Building Press, Bei**g

    Google Scholar 

Download references

Funding

This work is financially supported by the National Natural Science Foundation of China [grant number 52078280, grant number 52127814].

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Authors and Affiliations

  1. School of Civil Engineering, Shandong University, **an, 250061, Shandong, China

    Tianxi Cheng, Shuo Li, Yunyan Bai, Peijun Wang & Mei Liu

  2. State Key Laboratory for Geo-mechanics and Deep Underground Engineering, China University of Mining and Technology, Bei**g, 100083, China

    Qi Wang

  3. Building Research Academy of Shandong, **an, 250061, Shandong, China

    Jie Song

Authors
  1. Tianxi Cheng
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  2. Shuo Li
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  3. Yunyan Bai
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  4. Peijun Wang
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  5. Qi Wang
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  6. Jie Song
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  7. Mei Liu
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Contributions

Tianxi Cheng made the acquisition, analysis, interpretation of data, finite element parameter analysis and derivation of the calculation equations. Shuo Li made interpretation of data.and derivation of the calculation equations. Yunyan Bai made the analysis. Peijun Wang revised the work critically for important intellectual content. Qi Wang revised the interpretation of data. Jie Song made interpretation of data. Mei Liu made substantial contributions to the conception and design of the work.

Corresponding author

Correspondence to Peijun Wang.

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We declare that we have no financial and personal relationships with other people or organizations that can inappropriately influence our work, and there is no professional or other personal interest of any nature or kind in any product, service and/or company that could be construed as influencing the position presented in, or the review of, the manuscript entitled, “Study on seismic performance of precast shear wall structure connected by sleeve and threaded rod connectors”.

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Cheng, T., Li, S., Bai, Y. et al. Study on Seismic Performance of Precast Shear Wall Structure Connected by Sleeve and Threaded Rod Connectors. Int J Civ Eng (2024). https://doi.org/10.1007/s40999-024-01002-y

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  • DOI: https://doi.org/10.1007/s40999-024-01002-y

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