钢筋混凝土框架结构教学综合楼在地震作用下的响应分析
Response Analysis of a Reinforced Concrete Frame Structure Teaching Complex under Seismic Loads
摘要: 本文以某教学综合楼结构设计为基础,依据建筑施工图纸和规范要求,计算合适的截面尺寸和荷载参数,使用YJK软件执行建模和计算。通过YJK软件,对钢筋混凝土框架结构进行了动力弹塑性时程分析,深入探讨了其抗震性能,获取了相关的层位移和层间位移角数据,充分体现了框架结构的优点,能满足现实需要。
Abstract: Based on the structural design of a certain educational complex, this paper calculates appropriate cross-sectional dimensions and load parameters in accordance with architectural construction drawings and code requirements, and uses YJK software to perform modeling and calculations. Using YJK software, a dynamic elastic-plastic time-history analysis was conducted on the reinforced concrete frame structure to thoroughly investigate its seismic performance. Relevant data on story displacements and inter-story displacement angles were obtained, fully demonstrating the advantages of the frame structure and confirming its ability to meet practical needs.
参考文献
|
[1]
|
Yu, K. (2022) Research on Seismic Design Method for Reinforced Concrete Frame Structure. Wireless Communications and Mobile Computing, 2022, Article ID: 7851648. https://doi.org/10.1155/2022/7851648
|
|
[2]
|
Bolshakova, A. and Beloviey, Z. (2022) Study on Geometrically Irregular Reinforced Concrete Frame Structures Considering the Effect of Seismic Soil Structure Interaction and Building Collision. Journal of Progress in Civil Engineering, 4, 1-7.
|
|
[3]
|
Messaoudi, A., Chebili, R., Mohamed, H. and Rodrigues, H. (2022) Influence of Masonry Infill Wall Position and Openings in the Seismic Response of Reinforced Concrete Frames. Applied Sciences, 12, Article 9477. https://doi.org/10.3390/app12199477
|
|
[4]
|
赵志强. 建筑框架结构设计问题及要点[J]. 砖瓦, 2022(3): 87-90.
|
|
[5]
|
许宏丽. 分析建筑框架结构设计存在问题及对策[J]. 中国建筑装饰装修, 2022(3): 119-120.
|
|
[6]
|
李世颖. 钢筋混凝土框架结构抗震设计方法的合理性分析[J]. 江西建材, 2019(2): 64-65.
|
|
[7]
|
中华人民共和国住房和城乡建设部. 建筑工程抗震设防分类标准: GB 50223-2008 [S] 北京: 中国建筑工业出版社, 2008.
|
|
[8]
|
中华人民共和国住房和城乡建设部. 建筑抗震设计规范: GB 50011-2010 [S]. 北京: 中国建筑工业出版社, 2010.
|
|
[9]
|
中华人民共和国住房和城乡建设部. 混凝土结构设计规范: GB 50010-2010 [S]. 北京: 中国建筑工业出版社, 2010.
|