装配式混凝土框架节点抗震研究进展_《混凝土与水泥制品》杂志社

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发布时间：2020-01-06 00:00:00

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装配式混凝土框架节点抗震研究进展

Research Progress on Seismic Performance of Prefabricated Concrete Frame Joints

2020年第8期

装配式建筑；连接方式；抗震性能；自复位；数值模拟

Prefabricated building; Connection mode; Seismic performance; Self-centering; Numerical analysis

2020年第8期

10.19761/j.1000-4637.2020.08.065.06

新疆维吾尔自治区协同创新项目（2019E0231）。

卢义1，孟书灵2，张平2，王琴2

1.新疆大学建筑工程学院，新疆乌鲁木齐 830047；2.中建西部建设新疆有限公司，新疆乌鲁木齐 830000

卢义1，孟书灵2，张平2，王琴2

卢义,孟书灵,张平.装配式混凝土框架节点抗震研究进展[J].混凝土与水泥制品,2020(8):65-70.

LU Y,MENG S L,ZHANG P.Research Progress on Seismic Performance of Prefabricated Concrete Frame Joints[J].China Concrete and Cement Products,2020(8):65-70.

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摘要：对不同连接方式的节点抗震性能数值模拟和试验研究现状进行了归纳，并分析了各种方式的优缺点及今后发展趋势。提出了在多学科交叉运用频繁的背景下，需进一步研究型钢混凝土节点，同时基于“减少震后损失”的设计理念，要注重耗能自复位框架节点的研发。最后指出基于装配式框架节点自身特点，发展高效精准的模拟技术是未来的重要发展趋势。 Abstract: The current state of numerical simulation and experimental research on seismic performance of joints with different connection methods is summarized, and the advantages and disadvantages of various methods and future development trends are analyzed. It is considered that in the context of frequent cross-disciplinary applications, further research on steel reinforced concrete nodes is needed. At the same time, based on the design concept of "reducing post-earthquake losses", it is proposed to pay attention to the research and development of energy-consuming self-centering frame nodes. Finally, it is pointed out that based on the characteristics of the assembled frame nodes, the development of efficient and accurate simulation technology is an important development trend in the future.

英文名 : Research Progress on Seismic Performance of Prefabricated Concrete Frame Joints

刊期 : 2020年第8期

关键词 : 装配式建筑；连接方式；抗震性能；自复位；数值模拟

Key words : Prefabricated building; Connection mode; Seismic performance; Self-centering; Numerical analysis

刊期 : 2020年第8期

DOI : 10.19761/j.1000-4637.2020.08.065.06

文章编号 :

基金项目 : 新疆维吾尔自治区协同创新项目（2019E0231）。

作者 : 卢义1，孟书灵2，张平2，王琴2

单位 : 1.新疆大学建筑工程学院，新疆乌鲁木齐 830047；2.中建西部建设新疆有限公司，新疆乌鲁木齐 830000

卢义1，孟书灵2，张平2，王琴2

卢义,孟书灵,张平.装配式混凝土框架节点抗震研究进展[J].混凝土与水泥制品,2020(8):65-70.

LU Y,MENG S L,ZHANG P.Research Progress on Seismic Performance of Prefabricated Concrete Frame Joints[J].China Concrete and Cement Products,2020(8):65-70.

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摘要

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参考文献

引用本文

Abstract: The current state of numerical simulation and experimental research on seismic performance of joints with different connection methods is summarized, and the advantages and disadvantages of various methods and future development trends are analyzed. It is considered that in the context of frequent cross-disciplinary applications, further research on steel reinforced concrete nodes is needed. At the same time, based on the design concept of "reducing post-earthquake losses", it is proposed to pay attention to the research and development of energy-consuming self-centering frame nodes. Finally, it is pointed out that based on the characteristics of the assembled frame nodes, the development of efficient and accurate simulation technology is an important development trend in the future.

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