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Time-varying seismic fragility analysis of restrained masonry structure subjected to acid rain
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Shu-qing DONG1, Yu HUANG1, Jun HUANG2, Yang-yang SHE1, Ye SUN1, Shan-suo ZHENG2, 3
Journal of Vibration Engineering | 2024, 37(9) : 1606 - 1615
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Journal of Vibration Engineering | 2024, 37(9): 1606-1615
Time-varying seismic fragility analysis of restrained masonry structure subjected to acid rain
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Shu-qing DONG1, Yu HUANG1, Jun HUANG2, Yang-yang SHE1, Ye SUN1, Shan-suo ZHENG2, 3
Affiliations
  • 1Shaanxi Electric Power Design Institute Co.,Ltd. of China Energy Engineering Group,Xi’an 710054,China
  • 2College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China
  • 3Key Laboratory of Structral Engineeing and Earthquake Resistance of Ministry of Education of China, Xi’an University of Architecture and Technology,Xi’an 710055,China
Published: 2024-09-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.09.017
Outline
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The durability issue of multi-age masonry structures subjected to acid rain has become increasingly prominent,but a complete time-varying model of structural durability has not been formed at home and abroad. To study the relationship between the evolution of material properties and masonry properties,accelerated corrosion tests were carried out on mortar with different mix ratios,bricks,and masonry,and a compressive strength model of masonry components considering the number of acid rain erosion cycles was established. Based on the sample data of masonry in natural environment,the mathematical relationship between the degradation degree of mechanical properties of in-service masonry structures and their service life under the action of acid rain erosion was established. The typical structure method was used to analyze the seismic fragility of a two-story constrained masonry structure,and the influence of different parameters on the fragility curve and failure probability of constrained masonry structures under acid rain erosion was discussed. The results show that the probability of severe damage and collapse of restrained masonry structures under the action of acid rain erosion increases gradually with the increase of service life under the condition that other factors remain unchanged and the intensity of local vibration is higher.

restrained masonry structure  /  acid rain erosion  /  numerical simulation  /  typic structure
Shu-qing DONG, Yu HUANG, Jun HUANG, Yang-yang SHE, Ye SUN, Shan-suo ZHENG. Time-varying seismic fragility analysis of restrained masonry structure subjected to acid rain[J]. Journal of Vibration Engineering, 2024 , 37 (9) : 1606 -1615 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.09.017
Year 2024 volume 37 Issue 9
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.09.017
  • Receive Date:2022-09-25
  • Online Date:2026-02-12
  • Published:2024-09-28
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  • Received:2022-09-25
  • Revised:2022-12-19
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Affiliations
    1Shaanxi Electric Power Design Institute Co.,Ltd. of China Energy Engineering Group,Xi’an 710054,China
    2College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China
    3Key Laboratory of Structral Engineeing and Earthquake Resistance of Ministry of Education of China, Xi’an University of Architecture and Technology,Xi’an 710055,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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