[1]马士俊,张爱社*.改善小跨高比连梁抗震性能方法研究进展[J].山东建筑大学学报,2019,34(01):62-68.[doi:10.12077/sdjz.2019.01.010]
 MA Shijun,ZHANG Aishe*.Research process of methods to improve seismic performance of coupling beams with small span-to-depth ratio[J].Journal of Shandong jianzhu university,2019,34(01):62-68.[doi:10.12077/sdjz.2019.01.010]
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改善小跨高比连梁抗震性能方法研究进展()
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《山东建筑大学学报》[ISSN:1673-7644/CN:37-1449/TU]

卷:
34
期数:
2019年01期
页码:
62-68
栏目:
综合述评
出版日期:
2019-01-25

文章信息/Info

Title:
Research process of methods to improve seismic performance of coupling beams with small span-to-depth ratio
文章编号:
1673-7644(2019)01-0062-07
作者:
马士俊张爱社*
(山东建筑大学 土木工程学院,山东 济南 250101)
Author(s):
MA ShijunZHANG Aishe*
(School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China)
关键词:
小跨高比连梁 抗震性能 抗剪承载力 延性 耗能
Keywords:
small span-to-depth ratio coupling beams seismic performance shear capacity ductility energy dissipation
分类号:
TU971
DOI:
10.12077/sdjz.2019.01.010
文献标志码:
A
摘要:
改善小跨高比连梁的抗震性能方法可解决实际中小跨高比连梁在地震作用中易发生脆性的剪切破坏问题,为提高高层民用建筑的抗震性能提供参考依据。文章总结了新型配筋形式、钢—混凝土组合结构、可更换构件、新型截面形式以及新型混凝土材料5种改善小跨高比连梁抗震性能的方法,阐明了改善连梁的抗震能力、提高连梁的抗剪承载力、增强其延性以及耗能能力的原理,以及5种改善连梁抗震性能方法的适用性和局限性,并对改善小跨高比连梁抗震性能的方法应用进行了展望。
Abstract:
Improving seismic performance of coupling beams with small span-to-depth ratio by domestic and foreign scholars can solve the problem of brittle shear failure in the earthquake action of small span-to-depth ratio coupling beams, and provide reference basis for improving seismic performance of high-rise civil buildings. This paper summarizes five methods to improve seismic performance of coupling beams: new ways of reinforcement, the steel-concrete composite structure, replaceable components, new type of section and new type of concrete materials. The paper expounded the theory of improving the seismic capacity, the shear bearing capacity, the ductility and energy dissipation capacity of the coupling beams and the applicability and limitations of seismic performance of the above five coupling beams. At the same time, it prospected the future development of methods to improve seismic performance of coupling beams with small span-to-depth ratio.

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备注/Memo

备注/Memo:
收稿日期:2019-01-04 基金项目:国家自然科学基金项目(51078225)作者简介:马士俊(1994-),男,在读硕士,主要从事混凝土结构抗震等方面的研究. E-mail:472155924@qq.com通讯作者*:张爱社(1969- ),男,教授,博士,主要从事混凝土结构抗震等方面的研究. E-mail:3012091049@qq.com
更新日期/Last Update: 2018-12-06