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Experimental investigations on the seismic performance of prefabricated assembled piers considering the variation of socket depth
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Chengzhe SONG1, 2, Xiaolong SI1, Xiao ZHANG2, Lingli WANG2
Earthquake Engineering and Engineering Dynamics | 2024, 44(5) : 82 - 92
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Earthquake Engineering and Engineering Dynamics | 2024, 44(5): 82-92
Experimental investigations on the seismic performance of prefabricated assembled piers considering the variation of socket depth
Full
Chengzhe SONG1, 2, Xiaolong SI1, Xiao ZHANG2, Lingli WANG2
Affiliations
  • 1.Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • 2.Liaoning Provincial Transportation Planning and Design Institute Company, Shenyang 110000, China
doi: 10.13197/j.eeed.2024.0508
Outline
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To investigate the impact of socket depth on the seismic performance of socket structures, a group of a cast-in-place pier and precast piers considering the variation of socket depth were designed and fabricated, of which the socket depths of the socket piers were 1.0d (where d represents the side length of the square pier), 0.8d, and 0.6d, respectively. Pseudo-static tests were conducted to analyze the damage patterns, hysteresis performance, and energy dissipation capacity of the piers, allowing for an examination of the influence of socket depth on their behavior. The test results demonstrate that the bearing capacity of the four groups of specimens is similar. The socketed piers with a socket depth of 1.0d exhibit damage patterns and hysteresis curves that are comparable to those of cast-in-place piers, indicating equivalent seismic performance. However, the ductility of the socket piers with embedment depths of 0.8d and 0.6d is weaker than that of the cast-in-place piers due to damage to the footing. By comparing the damage phenomenon, the relative relationship between the shear bearing capacity of the footing sidewall and the ultimate bearing capacity of the column is analyzed under the existing reinforcement ratio. As the socket depth of the pier decreases, the shear capacity of the groove sidewall decreases. This increases the probability of damage to the groove sidewall due to the reduced shear bearing capacity. Therefore, it is crucial to consider the relative relationship of the bearing capacity between the footing and the column when selecting the socket depth in the design to prevent damage in the footing position.

precast piers  /  socket connection  /  pseudo static test  /  socket depth  /  seismic performance
Chengzhe SONG, Xiaolong SI, Xiao ZHANG, Lingli WANG. Experimental investigations on the seismic performance of prefabricated assembled piers considering the variation of socket depth[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (5) : 82 -92 . DOI: 10.13197/j.eeed.2024.0508
Year 2024 volume 44 Issue 5
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doi: 10.13197/j.eeed.2024.0508
  • Receive Date:2023-07-08
  • Online Date:2026-03-30
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  • Received:2023-07-08
  • Revised:2023-11-28
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Affiliations
    1.Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
    2.Liaoning Provincial Transportation Planning and Design Institute Company, Shenyang 110000, 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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