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带消能部件的装配式混凝土框架结构抗震性能研究进展
Research Progress on the Seismic Performance of Precast Concrete Frame Structure with Energy Dissipation Parts
2023年第4期
装配式混凝土框架;消能部件;抗震性能;试验;数值模拟
Precast concrete frame; Energy dissipation part; Seismic performance; Test; Numerical simulation
2023年第4期
10.19761/j.1000-4637.2023.04.074.07
江西省教育厅科学技术研究项目(GJJ210858);江西理工大学高层次人才科研启动项目(20210001)。
何建鑫,韩启浩,朱南海,YASIR Naeem
江西理工大学 土木与测绘工程学院,江西 赣州 341000

何建鑫,韩启浩,朱南海,YASIR Naeem

何建鑫,韩启浩,朱南海,等.带消能部件的装配式混凝土框架结构抗震性能研究进展[J].混凝土与水泥制品,2023(4):74-80.

HE J X,HAN Q H,ZHU N H,et al.Research Progress on the Seismic Performance of Precast Concrete Frame Structure with Energy Dissipation Parts[J].China Concrete and Cement Products,2023(4):74-80.

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摘   要:基于试验研究和数值模拟分析,梳理了国内外带消能部件的装配式混凝土框架结构抗震性能研究现状,针对存在的问题给出了相应建议,可为带消能部件在装配式混凝土框架结构中的应用研究提供参考。 Abstract: Based on the experimental research and numerical simulation, the research status of precast concrete frame joints and frame structures with energy dissipation members in China and abroad are summarized. The existing problems are pointed out and the corresponding suggestions are proposed, which can provide reference for promoting the development and application of precast concrete frame structures with energy dissipation members.
英文名 : Research Progress on the Seismic Performance of Precast Concrete Frame Structure with Energy Dissipation Parts
刊期 : 2023年第4期
关键词 : 装配式混凝土框架;消能部件;抗震性能;试验;数值模拟
Key words : Precast concrete frame; Energy dissipation part; Seismic performance; Test; Numerical simulation
刊期 : 2023年第4期
DOI : 10.19761/j.1000-4637.2023.04.074.07
文章编号 :
基金项目 : 江西省教育厅科学技术研究项目(GJJ210858);江西理工大学高层次人才科研启动项目(20210001)。
作者 : 何建鑫,韩启浩,朱南海,YASIR Naeem
单位 : 江西理工大学 土木与测绘工程学院,江西 赣州 341000

何建鑫,韩启浩,朱南海,YASIR Naeem

何建鑫,韩启浩,朱南海,等.带消能部件的装配式混凝土框架结构抗震性能研究进展[J].混凝土与水泥制品,2023(4):74-80.

HE J X,HAN Q H,ZHU N H,et al.Research Progress on the Seismic Performance of Precast Concrete Frame Structure with Energy Dissipation Parts[J].China Concrete and Cement Products,2023(4):74-80.

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引用本文

摘   要:基于试验研究和数值模拟分析,梳理了国内外带消能部件的装配式混凝土框架结构抗震性能研究现状,针对存在的问题给出了相应建议,可为带消能部件在装配式混凝土框架结构中的应用研究提供参考。

Abstract: Based on the experimental research and numerical simulation, the research status of precast concrete frame joints and frame structures with energy dissipation members in China and abroad are summarized. The existing problems are pointed out and the corresponding suggestions are proposed, which can provide reference for promoting the development and application of precast concrete frame structures with energy dissipation members.

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(1)带消能部件的装配式混凝土框架结构具有优越的抗震性能,可弥补传统装配式混凝土框架结构节点薄弱的问题。
(2)针对带消能部件的装配式混凝土框架节点和结构,理论分析偏少,未形成统一的设计方法,且震后性能评估也较少提及,不利于实际使用及推广。建议后续对带消能部件的装配式混凝土框架结构开展系统的理论研究,开展震后抗震性能评估研究工作。
(3)目前,所研究的带消能部件的装配式混凝土框架节点和框架结构的跨数和层数都较少,与实际多层结构存在一定差别。 建议研究带消能部件的多层多跨的装配式混凝土框架结构,且考虑楼板构件,以获得更真实的结构抗震性能。
(4)针对带消能部件的装配式混凝土框架结构仍未建立系统的标准,需进一步深入研究带消能部件的装配式混凝土框架结构相关技术,为完善和制定我国相关技术标准提供充足的理论基础和试验数据。

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何建鑫,韩启浩,朱南海,.带消能部件的装配式混凝土框架结构抗震性能研究进展[J].混凝土与水泥制品,2023(4):74-80.

HE J X,HAN Q H,ZHU N H,et al.Research Progress on the Seismic Performance of Precast Concrete Frame Structure with Energy Dissipation Parts[J].China Concrete and Cement Products,2023(4):74-80.

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