State-of-the-Art of Connection Systems in Precast Concrete Cladding Panels and Their Effects on Seismic Performance of the Structure

HE Li; SHA Huiling; CHONG Xun; GAO Jun; FENG Hui; LI Zhipeng; ZHAO Peng

doi:10.13204/j.gyjzG23020707

Volume 54 Issue 4

Apr. 2024

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HE Li, SHA Huiling, CHONG Xun, GAO Jun, FENG Hui, LI Zhipeng, ZHAO Peng. State-of-the-Art of Connection Systems in Precast Concrete Cladding Panels and Their Effects on Seismic Performance of the Structure[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 207-218. doi: 10.13204/j.gyjzG23020707

Citation:

HE Li, SHA Huiling, CHONG Xun, GAO Jun, FENG Hui, LI Zhipeng, ZHAO Peng. State-of-the-Art of Connection Systems in Precast Concrete Cladding Panels and Their Effects on Seismic Performance of the Structure[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 207-218. doi: 10.13204/j.gyjzG23020707

Citation:

HE Li, SHA Huiling, CHONG Xun, GAO Jun, FENG Hui, LI Zhipeng, ZHAO Peng. State-of-the-Art of Connection Systems in Precast Concrete Cladding Panels and Their Effects on Seismic Performance of the Structure[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 207-218. doi: 10.13204/j.gyjzG23020707

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State-of-the-Art of Connection Systems in Precast Concrete Cladding Panels and Their Effects on Seismic Performance of the Structure

doi: 10.13204/j.gyjzG23020707

1. Hefei University of Technology Construction Supervision Co., Ltd., Hefei 230051, China;
2. College of Civil Engineering, Hefei University of Technology, Hefei 230009, China

Received Date: 2023-02-07
Available Online: 2024-05-29

Abstract

Abstract

Precast concrete cladding panel serves as a high performance non-structural envelope element. The connection system between the cladding panels and the main structure is a critical factor affecting the seismic performance of the structure. The connection methods between the cladding panels and the main structure can be classified into three categories: rigid connection, flexible connection, and energy-dissipative connection. Researchers have developed some new connections and studied their effects on the seismic performance of the main structure. The results demonstrated that when rigid connections were used between the panels and the main structure, significant interaction occurred, resulting in increased structural stiffness, strength, and seismic response. Proper flexible connections could facilitate relative independent deformation between the panels and the main structure, thereby reducing the impact of the panels on the main structure. Flexible connections were highly dependent on the construction manner, as well as the quality and precision of the construction. Energy-dissipative connections could utilize the relative deformation between the panels and the main structure to dissipate seismic energy, thereby proficiently controlling the damage to both the main structure and the panels. The paper provided a review and summary of the aforementioned research and offered prospects for further studies.
- precast concrete cladding panel,
- rigid connection,
- flexible connection,
- energy-dissipative connection,
- seismic performance,
- state-of-the-art

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References(56)

References

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