[1]梁炯丰,侯龙清.转换层位置对拱式转换层结构抗震性能的影响[J].世界地震工程,2010,(01):163-166.
 LIANG Jiongfeng,HOU Longqing.Effect of transfer story level on seismic behavior of arch transfer story structure[J].,2010,(01):163-166.
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转换层位置对拱式转换层结构抗震性能的影响
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《世界地震工程》[ISSN:/CN:]

卷:
期数:
2010年01期
页码:
163-166
栏目:
出版日期:
2010-01-01

文章信息/Info

Title:
Effect of transfer story level on seismic behavior of arch transfer story structure
作者:
梁炯丰1 侯龙清2
东华理工大学土木与环境工程学院, 江西 抚州 344000
Author(s):
LIANG Jiongfeng1 HOU Longqing2
College of Civil and Environmental Engineering, East China Institue of Technology, Fuzhou 344000, China
关键词:
转换层抗震性能
Keywords:
archtransfer storyseismic resistant behavior
分类号:
TU973+.31;P315.9
摘要:
拱式转换层结构是一种新型转换层结构形式,通过算例分析比较,对高位拱式转换层结构的抗震性能和受力特点等进行了研究。结果表明,当转换层位置逐渐上移时,结构周期及振型仅有一些量的变化,而没有质的变化;随着转换层位置的提高,转换层本身的层间位移角变化较小,表明其转换层本身的整体性很强,转换层下部楼层的层间位移角增大,因此结构设计时,转换层不宜设置过高。
Abstract:
The arch transfer story structure is a new type of transfer story structure.The dynamical characteristics and seismic response behavior of arch transfer story structures with different levels of transfer story on high position have been studied.The results show that with the level of transfer story increasing,the natural period and vibration mode of the structure change a little,and the change of inter-story drift angle of the transfer story is small,and that the transfer story in itself is rigid.And the inter-story drift angles of the storys below transfer story increase when transfer story located at a higher level.Therefore,the level of transfer story should not be too high in structure design.

参考文献/References:

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[4] 梁炯丰,张敏.拱式转换层上、下部刚度比对结构多遇地震反应的影响分析[J].特种结构,2007,24(2):65-69Liang Jiongfeng,Zhang Min.Analysis of effect of stiffness ration of arch transfer floor structure on frequent earthquake reaction[J]. Special Struc-tures,2007,24(2):65-69.
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相似文献/References:

[1]梁炯丰,杨泽平,李建海.侧向刚度对高位拱式转换层结构抗震性能的影响[J].世界地震工程,2010,(02):146.
 LIANG Jiongfeng,YANG Zeping,LI Jianhai.Effect of lateral stiffness on seismic behavior of a high arch transfer floor structure[J].,2010,(01):146.
[2]梁炯丰,杨泽平,王庆华,等.预应力混凝土拱式转换层结构静力弹塑性分析[J].世界地震工程,2012,(03):015.
 LIANG Jiongfeng,YANG Zeping,WANG Qinghua,et al.Pushover analysis of prestressed concrete arch transfer storey structure[J].,2012,(01):015.
[3]童丽萍,井玉重.带转换层的高层建筑不规则结构体系的抗震性能研究[J].世界地震工程,2008,(03):025.
 Tong Liping,Jing Yuzhong.Study on seismic resistance of irregular structural systems for a high-rise building with transitory floors[J].,2008,(01):025.

备注/Memo

备注/Memo:
收稿日期:2008-11-8;改回日期:2008-12-16。
基金项目:江西省自然科学基金项目(2007GZC0841);江西省教育厅科研项目(2006308);东华理工大学校长基金科研项目(DHXK0828)
作者简介:梁炯丰(1980- ),男,讲师,硕士,主要从事混凝土结构及其抗震的研究.E-mail:jiongfeng108@126.com
更新日期/Last Update: 1900-01-01