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首页|期刊导航|防灾减灾工程学报|预制装配式结构梁柱节点被动耗能减振技术研究现状及展望

预制装配式结构梁柱节点被动耗能减振技术研究现状及展望

许高娲 欧进萍

防灾减灾工程学报2023,Vol.43Issue(6):1183-1199,17.
防灾减灾工程学报2023,Vol.43Issue(6):1183-1199,17.DOI:10.13409/j.cnki.jdpme.20230705002

预制装配式结构梁柱节点被动耗能减振技术研究现状及展望

State-of-the-art and Prospect of Prefabricated Beam-column Connection with Passive Energy Dissipation Technology

许高娲 1欧进萍2

作者信息

  • 1. 江苏科技大学土木工程与建筑学院,江苏 镇江 212100||哈尔滨工业大学(深圳)土木与环境工程学院,广东 深圳 518055||中国建筑第八工程局有限公司,上海 200112
  • 2. 哈尔滨工业大学(深圳)土木与环境工程学院,广东 深圳 518055
  • 折叠

摘要

Abstract

Due to the poor seismic performance of prefabricated structures in high seismic regions,its popularization and application are limited.Precast concrete frame structure is a commonly used seismic system,and the beam-column connection is the crucial factor affecting its seismic performance.Pas-sive energy dissipation technology,as advanced structural vibration control technology,can signifi-cantly improve the seismic performance of prefabricated structures.The passive energy dissipated de-vice is placed outside or inside the beam-column joint,which not only forms a new integral part with the joint,but also realizes passive energy dissipation,thus forming a new type of dual-functional con-nection with load-bearing and energy-dissipation under seismic loading.The prefabricated beam-col-umn connections with frictional dampers or metallic dampers,and the energy dissipation hinges used in the beam-column connection are summarized.A prefabricated two stage energy-dissipated beam-col-umn connection combined rotational friction damper and flexural yielding metallic damper is put for-ward to form a high performance prefabricated structural seismic system,which has important refer-ence significance for improving the design requirements of prefabricated structures in China and popu-larizing the practical engineering application of prefabricated structures.The research direction and fu-ture development trends in this field are also given from the author's point of view based on our recent research work and achievements.

关键词

预制装配式/梁柱节点/摩擦阻尼器/金属阻尼器/两级耗能

Key words

prefabricated structures/beam-column connection/frictional damper/metallic damper/two-stage energy-dissipated

分类

建筑与水利

引用本文复制引用

许高娲,欧进萍..预制装配式结构梁柱节点被动耗能减振技术研究现状及展望[J].防灾减灾工程学报,2023,43(6):1183-1199,17.

基金项目

国家自然科学基金创新研究群体项目(51921006)、中国博士后科学基金面上项目(2023M743344)资助 (51921006)

防灾减灾工程学报

OA北大核心CSCDCSTPCD

1672-2132

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