收藏切换
Study on Dynamic Response Characteristics of Frame Structure Building with Single-column Failure
收藏切换
PDF
Yong-heng HOU1a, 1b, Ying-kang YAO1a, 1b, Shan-shan YU1a, 1b, Xiao-wu HUANG2
Blasting | 2023, 40(2) : 102 - 108
Less
收藏切换
Blasting | 2023, 40(2): 102-108
EXPLOSIVE DEMOLITION
Study on Dynamic Response Characteristics of Frame Structure Building with Single-column Failure
Full
Yong-heng HOU1a, 1b, Ying-kang YAO1a, 1b, Shan-shan YU1a, 1b, Xiao-wu HUANG2
Affiliations
  • 1a.State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China
  • 1b.Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan 430056, China
  • 2.Wuhan Explosions and Blasting Corporation Limited, Wuhan 430056, China
Published: 2023-06-01 doi: 10.3963/j.issn.1001-487X.2023.02.015
Outline
收藏切换

The dynamic response characteristics such as deformation capacity, acceleration, and load transfer of high-rise frame structure buildings under the condition of single column failure in different parts were studied. Firstly, according to the Code for Design of Concrete Structure (GB50010), a 4×6 span 8-story reinforced concrete frame structure model was established by using PKPM design software. Secondly, based on the component removal method, the finite element software SAP2000 was used to calculate the dynamic response characteristics of the frame structure with the failure of different single columns at the first floor, including the center column, long side middle column, short side middle column and corner column. The results show that the plastic angle is less than 6 for all the four column failure conditions, and the structure will not collapse. When the central column fails, the structural stability is the worst, and the probability of continuous collapse is the highest, followed by that of the short side and long side middle columns, and the corner column has the least probability. Under the condition of center column failure, the dynamic impact of the load on the residual structure is the most significant, with a maximum negative acceleration of about 3 g, which is twice as high as that of the short side middle column and the long side middle column. After the failure of the columns, the loads will be redistributed. The axial force will be borne by the adjacent columns, while the stress form of the upper beam will also change from bending to tension, resulting in a catenary effect. In the scenario of the central column failure, the axial force of the adjacent columns will increase by nearly 20%.

frame structure building  /  single column failure  /  nonlinear dynamic analysis  /  internal force adjustment  /  dynamic response characteristics
Yong-heng HOU, Ying-kang YAO, Shan-shan YU, Xiao-wu HUANG. Study on Dynamic Response Characteristics of Frame Structure Building with Single-column Failure[J]. Blasting, 2023 , 40 (2) : 102 -108 . DOI: 10.3963/j.issn.1001-487X.2023.02.015
Year 2023 volume 40 Issue 2
PDF
73
30
Cite this Article
BibTeX
Article Info
doi: 10.3963/j.issn.1001-487X.2023.02.015
  • Receive Date:2023-01-31
  • Online Date:2026-03-18
  • Published:2023-06-01
Article Data
Affiliations
History
  • Received:2023-01-31
Funding
Affiliations
    1a.State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China
    1b.Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan 430056, China
    2.Wuhan Explosions and Blasting Corporation Limited, Wuhan 430056, China
References
Share
https://castjournals.cast.org.cn/joweb/bp/EN/10.3963/j.issn.1001-487X.2023.02.015
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
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
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT