[1]许巍,梁书亭,蒋永生.新型梁柱-板柱组合结构(住宅)体系的抗震性能分析[J].东南大学学报(自然科学版),2001,31(6):9-13.[doi:10.3969/j.issn.1001-0505.2001.06.003]
 Xu Wei,Liang Shuting,Jiang Yongsheng.Seismic Behavior Analysis of the New Resident System of Frame Supported Flat Plate Composite Structure[J].Journal of Southeast University (Natural Science Edition),2001,31(6):9-13.[doi:10.3969/j.issn.1001-0505.2001.06.003]
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新型梁柱-板柱组合结构(住宅)体系的抗震性能分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
31
期数:
2001年第6期
页码:
9-13
栏目:
土木工程
出版日期:
2001-11-20

文章信息/Info

Title:
Seismic Behavior Analysis of the New Resident System of Frame Supported Flat Plate Composite Structure
作者:
许巍 梁书亭 蒋永生
东南大学土木工程学院, 南京 210096
Author(s):
Xu Wei Liang Shuting Jiang Yongsheng
College of Civil Engineering, Southeast University, Nanjing 210096, China)
关键词:
梁柱-板柱 组合结构 抗震性能 振动台试验
Keywords:
frame supported flat plate(FSFP) composite structure seismic behavior vibrating table test
分类号:
TU398.1
DOI:
10.3969/j.issn.1001-0505.2001.06.003
摘要:
本文采用SATWE结构分析软件对该体系不同类型结构方案的抗震性能进行了对比,探讨了该结构的动力特性和地震反应,对比了不同的剪力墙设置方案.研究表明,该体系的抗震性能介于框架结构和板柱结构之间,未设置剪力墙的该体系可用于设防烈度为7度的多层结构,添加剪力墙后可用于8度区的小高层建筑.通过2个1:15的对比模型的振动台试验,对该体系的抗震性能进行了进一步的分析与验证.
Abstract:
The seismic behaviors of various examples of the FSFP composite structure are calculated and analyzed by the computer software of SATWE.The dynamic property and seismic reaction are deeply studied and the typical patterns of R.C. shear wall are compared. The research shows that the seismic behavior of the FSFP composite structure is between that of pure frame structure and pure flat plate structure.It is concluded that the FSFP composite structure can be used in seismic zones of 7 degree intensity for buildings below 8 storeys,and with R.C. shear wall it can be used in seismic zones of 8 degree intensity for the high buildings of 8-16 storeys.The seismic behaviors of the FSFP composite structure are further studied and verified through comparing two 1/15 scale vibrating table tests.

参考文献/References:

[1] 赵冠谦,林建平.居住模式与跨世纪住宅设计.北京:中国建筑工业出版社,1995.36~52
[2] 许巍.新型梁柱-板柱组合结构(住宅)体系的抗震性能试验研究:[学位论文].南京:东南大学土木工程学院,2001
[3] 李俊兰,吕西林.地震作用下板柱结构等代框架法计算模型的研究.建筑结构学报,1999(2):39~45
[4] 朱炳寅.无梁楼盖结构计算方法的探讨.建筑结构,1999(8):26~28
[5] El-Attal.Behavior of gravity load designed reinforced concrete buildings subjected to earthquakes.ACI Structural Journal,1994(4):399~408
[6] 谢晓健.新型梁柱-板柱组合结构(住宅)体系的试验研究:[学位论文].南京:东南大学土木工程学院,2000
[7] 许清风.新型梁柱-板柱组合结构(住宅)体系板柱节点的研究:[学位论文].南京:东南大学土木工程学院,2001
[8] 中华人民共和国建设部.中华人民共和国国家标准,建筑抗震设计规范(GBJ11—89).北京:中国建筑工业出版社,1989
[9] 王松涛,曹资.现代抗震设计方法.北京:中国建筑工业出版社,1997.44
[10] 刘大海,杨翠如,钟锡根.高层建筑抗震设计.北京:中国建筑工业出版社,1993.53~56

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备注/Memo

备注/Memo:
作者简介:许巍,男,1975年生,硕士.
基金项目:国家自然科学基金资助项目(5987013).
更新日期/Last Update: 2001-11-20