[1]付秀艳,裴亚晖,韩建强.预应力装配混凝土框架结构边节点抗震性能研究[J].世界地震工程,2017,33(01):054-58.
 FU Xiuyan,PEI Yahui,HAN Jianqiang.Experimental study on seismic performance of precast concrete frame edge node[J].,2017,33(01):054-58.
点击复制

预应力装配混凝土框架结构边节点抗震性能研究
分享到:

《世界地震工程》[ISSN:/CN:]

卷:
33
期数:
2017年01期
页码:
054-58
栏目:
出版日期:
2017-04-18

文章信息/Info

Title:
Experimental study on seismic performance of precast concrete frame edge node
作者:
付秀艳12 裴亚晖1 韩建强12
1. 华北理工大学 建筑工程学院, 河北 唐山 063210;
2. 河北省地震工程研究中心, 河北 唐山 063210
Author(s):
FU Xiuyan12 PEI Yahui1 HAN Jianqiang12
1. North China University of Science and Technology, Tangshan 063210, China;
2. Earthquake Engineering Research Center of Hebei Province, Tangshan 063210, China
关键词:
预应力装配框架抗震性能
Keywords:
prestressprecastframeseismic performance
分类号:
TU375.4
摘要:
通过对附加角钢的预应力装配框架(ZPJD)和附加阻尼器的预应力装配框架(ZPZNJD)进行水平低周反复荷载作用下的试验,深入研究了预应力装配框架结构节点裂缝分布、破坏形态、滞回曲线及位移延性等抗震性能。结果表明:预应力装配框架结构具有良好的抗震性能,附加适当的阻尼器后在高烈度地区同样有很好的应用前景。
Abstract:
Experiments on an additional angle assembled prestressed frame (ZPJD) and an additional damper assembly prestressed frame (ZPZNJD) are conducted under low level cyclic loading. The seismic performance of pretressed reinforced concrete fame structures is investigated,including crack distribution,failure mode,hysteresis curve and displacement ductility. It also shows that the assembled prestressed reinforced concrete frame structure has good seismic performance,the prestress concrete joints with additional and proper devices can also be applied in the high seismic intensity area.

参考文献/References:

[1] YEE A A.Structural and economical benefits of precast/prestressed concrete construction[J].PCI Journal, 2001,46(4):34-42.
[2] YEE A A.Social and environmental benefits of precast concrete technology[J]. PCI Journal,2001,46(3):14-19.
[3] PARK R.A Perspective on the seismic design of precast concrete structures in New Zealand[J],PCI Journal, 1995, 40(3):40-60.
[4] 杜拱辰.我国预应力混凝土结构当前面临的问题和对策[J].建筑技术幵发.2001,28(5):1-5. DU Gongchen.Some problems faced recently and the strategy for prestressed concrete structures in China[J].Building Technique Development,2001,28(5):1-5.
[5] 张宇,王青.汶川地震的警示-设计需加强底层框架建筑的抗震概念[J].工程抗震与加固改造,2009,31(5):108-110. ZHANG Yu,WANG Qing.Warning from the Wenchuan earthquake-the seismic conceptual design of the masonry buildings with strengthened underlying framework[J].Earthquake Resistant Engineering and Retrofitting,2009,31(5):108-110.
[6] 李剑.中美抗震规范的地震作用计算与钢筋混凝土结构抗震措施的比较研究[D].中国建筑科学研究院.2005,2-44. LI Jian.A comparative study of the China earthquake seismic code calculations and reinforced concrete structural seismic measures[D].China Construction Science Research Institute.2005,2-44.
[7] 罗凌霄.浅谈钢筋混凝土框架结构设计应注意的事项-汶川地震建筑震害启示[J].中国新技术新产品,2009,1:101. LUO Lingxiao.Introduction to reinforced concrete frame structure design should pay attention to matters-Wenchuan earthquake building earthquake damage[J].New Technologies and Products.2009,1:101.
[8] 杨建江,郝志军.钢梁-钢筋混凝土柱节点在低周反复荷载作用下受力性能的试验研究[J],建筑结构.2001,31(7):35-42. YANG Jianjiang,HAO Zhijun.Steel beam, reinforced concrete columns under low reversed cyclic load bearing performance of experimental research[J].Building Structure.2001,31(7):35-42.

相似文献/References:

[1]袁龙飞,李晓文,白国良,等.预应力混凝土圆形储煤筒仓地震反应分析[J].世界地震工程,2012,(01):081.
 YUAN Longfei,LI Xiaowen,BAI Guoliang,et al.Earthquake response analysis of a prestressed reinforced concrete circular coal silo[J].,2012,(01):081.
[2]张建伟,邓宗才,杜修力,等.预应力FRP在混凝土结构中的应用研究与发展[J].世界地震工程,2006,(01):133.
 Zhang Jian-wei,Deng Zong-cai,Du Xiu-li,et al.Studies on application of prestressed FRP in concrete structures[J].,2006,(01):133.
[3]李国东,林德全,刘晚成,等.自平衡预应力索杆球面网壳结构地震反应特性分析[J].世界地震工程,2015,(02):087.
 LI Guodong,LIN Dequan,LIU Wancheng,et al.Seismic response characteristic analysis of self-balanced pre-stressed spherical shell structure[J].,2015,(01):087.
[4]韩建平,刘生文.低周往复荷载作用下自复位钢框架抗震性能研究[J].世界地震工程,2015,(03):010.
 HAN Jianping,LIU Shengwen.Seismic performance investigation of self-centering steel frame under cyclic loading[J].,2015,(01):010.
[5]温欣,徐东强,闫文赏,等.竖向荷载作用下预应力抗拔灌注桩三维有限元分析[J].世界地震工程,2016,(02):152.
 WEN Xin,XU Dongjiang,YAN Wenshang,et al.Three dimensional finite element analysis of prestressed antiuplift pile under vertical load[J].,2016,(01):152.
[6]赵地,姜昊天,张文佳,等.新型端板螺栓连接框架节点抗震性能试验研究[J].世界地震工程,2016,(04):111.
 ZHAO Di,JIANG Haotian,ZHANG Wenjia,et al.Seismic Performance test research of frame joint connected by new-type end plate bolt[J].,2016,(01):111.
[7]陈建伟,闫文赏.装配式预应力混凝土结构及CSI住宅体系研究现状[J].世界地震工程,2017,33(04):018.
 CHEN Jianwei,YAN Wenshang.Research progress on prefabricated pre-stress concrete structures and CSI housing systems[J].,2017,33(01):018.

备注/Memo

备注/Memo:
收稿日期:2016-04-16;改回日期:2017-01-01。
基金项目:国家自然基金项目(51208171,51678237);河北省建设科技项目(2016-262)
作者简介:付秀艳(1974-),女,高级工程师,硕士,主要从事工程结构抗震研究.E-mail:fuxiuyan@ncst.edu.cn
更新日期/Last Update: 1900-01-01