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NTIS 바로가기대한건축학회논문집 = Journal of the architectural institute of korea, v.37 no.7, 2021년, pp.175 - 182
In this paper, horizontal connections of precast concrete wall panels using dry mechanical joint that consists of threaded rebars and box-type steel connectors are introduced. Two dry techniques that can be used to maintain structural integrity for horizontal connection between precast concrete wall...
ACI Committee 318 (2019). Building code requirements for structural concrete (ACI 318-19), Farmington Hills, MI ; American Concrete Institute (ACI).
ACI Innovation Task Group 5 (2007). Acceptance criteria for special unbonded post-tensioned precast structural walls based on validation testing (ACI ITG-5.1-07) and commentary. American Concrete Institute, USA.
Brunesi, E., & Nascimbene, R. (2017). Experimental and numerical investigation of the seismic response of precast wall connections, Bulletin of Earthquake Engineering, 15(12), 5511-5550.
Guo, W., Zhai, Z., Yu, Z., Chen, F., Gong, Y., & Tan, T. (2019). Experimental and numerical analysis of the bolt connections in a low-rise precast wall panel structure system, Advances in Civil Engineering, ID 7594132, 1-22.
Hawkins, N., & Ghosh, S. (2004). Requirements for the use of PRESSS moment-resisting frame systems, PCI Journal, 49, 98-103.
Jiang, S., Lian, S., Zhao, J., Li, X., & Ma, S. (2018). Influence of a new norm of bolted connection on the mechanical behaviors of a PC shear wall, Applied Sciences, MDPI, 8(8), 1-19.
Kim, S. K., Seo, S. Y., Kim, S. H., Lim, B. H., & Cha, J. W. (2019). Hysteretic characteristic of precast concrete wall with box type connector for vertical bars under horizontal load, Journal of the Korea Concrete Institute, 31(2), 153-163.
Lee, J. Y., & Seo, S. Y. (2020). Seismic design of PC structures, Review of Architecture and Building Science, 64(7), 11-15.
Lee, S. S., & Park, K. S. (2018). A experimental study on structural behavior of hybrid precast concrete panel, Journal of the Architectural Institute of Korea Structure and Construction Section, 34(9), 11-18.
NEHRP (1994). Recommended provisions for seismic regulations of new buildings: Part 1, provisions. FEMA 222A, National Earthquake Hazard Reduction Program, Federal Emergency Management Agency, USA.
Seo, S. Y., Kim, S. H., Cha, J. W., & Lim, B. H. (2020). Seismic capacity of precast concrete wall corresponding to connection detail of vertical bars at horizontal joint, Journal of the Korea Concrete Institute, 32(6), 541-551.
Sun, J., Qiu, H., & Jiang, H. (2018). Experimental study and associated mechanism analysis of horizontal bolted connections involved in a precast concrete shear wall system, Structural Concrete, International Federation for Structural Concrete(fib), 20, 282-295.
Xu, G., Wang, Z., Wu, B., Bursi. O. S., Tan, X., Yang, Q., & Wen, L. (2017). Seismic performance of precast shear wall with sleeves connection based on experimental and numerical studies, Engineering Structures, Elsevier, 150, 346-358.
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