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Hysteresis performance and simplified mechanical model of a novel partial self-centering shear link
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Jun LIU1, Qiuhui WANG1, Bo ZHANG2, 3, Shujun HU3
Earthquake Engineering and Engineering Dynamics | 2024, 44(5) : 199 - 209
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Earthquake Engineering and Engineering Dynamics | 2024, 44(5): 199-209
Hysteresis performance and simplified mechanical model of a novel partial self-centering shear link
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Jun LIU1, Qiuhui WANG1, Bo ZHANG2, 3, Shujun HU3
Affiliations
  • 1.Power China Jiangxi Electric Power Engineering Co., Ltd., Nanchang 330096, China
  • 2.China Nerin Engineering Co., Ltd., Nanchang 330031, China
  • 3.School of Infrastructure Engineering, Nanchang University, Nanchang 330031, China
doi: 10.13197/j.eeed.2024.0519
Outline
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By combining the partial self-centering shape memory alloy(SMA) braces (SCB) with the shear slotted bolted connection-very short shear link (SSBC-VSSL), an innovative self-centering shear link (SC-SL) used in the eccentrically braced frame (EBFs) that has an advantage of good energy dissipation capacity and self-centering capacity, low damage and excellent seismic resilience capacity is developed. Cyclic tests were carried on SC-SL specimens designed by the proposed method, so the deformation modes and hysteresis curves can be obtained. Based on the test results, ten SC-SL models with the effect of SMA areas, high-strength bolt pretensions and shim friction coefficients were designed and analyzed by the validated finite analysis (FE) method. The results show that the VSSL is in the relative static during the slip stage, then the development process of very short shear link (VSSL) in SSCB-VSSL including yield, bearing, energy dissipation and inelastic deformation are appeared sequentially during the non-slip stage, while the SMAs in SCB are always subjected to elongation, thus increasing the energy dissipating capacity and self-centering capacity. Finally, the simplified mechanical models of SC-SL in the slip stage and non-slip stage are proposed by using the FE results, which can provide a new way to give important seismic design reference for EBFs.

self-centering shear link(SC-SL)  /  shear slotted bolted connection with very short shear link (SSBC-VSSL)  /  self-centering SMA braces (SCB)  /  hysteresis curve  /  mechanical model
Jun LIU, Qiuhui WANG, Bo ZHANG, Shujun HU. Hysteresis performance and simplified mechanical model of a novel partial self-centering shear link[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (5) : 199 -209 . DOI: 10.13197/j.eeed.2024.0519
Year 2024 volume 44 Issue 5
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doi: 10.13197/j.eeed.2024.0519
  • Receive Date:2023-07-21
  • Online Date:2026-03-30
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  • Received:2023-07-21
  • Revised:2023-08-29
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Affiliations
    1.Power China Jiangxi Electric Power Engineering Co., Ltd., Nanchang 330096, China
    2.China Nerin Engineering Co., Ltd., Nanchang 330031, China
    3.School of Infrastructure Engineering, Nanchang University, Nanchang 330031, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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