[1]徐玉野,王全凤.面向设计的摩擦耗能框架结构时程分析法[J].华侨大学学报(自然科学版),2003,24(3):264-270.[doi:10.3969/j.issn.1000-5013.2003.03.008]
 Xu Yuye,Wang Quanfeng.A Design-Oriented Method for Analysing Time History of a Frame Structure with Frictional Energy Dissipation[J].Journal of Huaqiao University(Natural Science),2003,24(3):264-270.[doi:10.3969/j.issn.1000-5013.2003.03.008]
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面向设计的摩擦耗能框架结构时程分析法()
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《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第24卷
期数:
2003年第3期
页码:
264-270
栏目:
出版日期:
2003-07-20

文章信息/Info

Title:
A Design-Oriented Method for Analysing Time History of a Frame Structure with Frictional Energy Dissipation
文章编号:
1000-5013(2003)03-0264-07
作者:
徐玉野王全凤
华侨大学土木工程系; 华侨大学土木工程系 福建泉州362011; 福建泉州362011
Author(s):
Xu Yuye Wang Quanfeng
Dept. of Civil Eng., Huaqiao Univ., 362011, Quanzhou, China
关键词:
摩擦耗能支撑 框架结构 时程分析 面向设计
Keywords:
frictional energy dissipation frame structure time history analysis design-oriented
分类号:
TU311.4
DOI:
10.3969/j.issn.1000-5013.2003.03.008
文献标志码:
A
摘要:
在吕西林等人研究的基础上,建立面向设计的摩擦耗能框架结构弹塑性的时程分析方法 .该方法中钢筋混凝土框架整体结构采用层间剪切模型,柱采用四线性恢复力模型 .柱模型的骨架控制点参数由 M- φ非线性计算程序计算,摩擦耗能装置的恢复力模型采用理想弹塑性模型 .文中利用 VC+ +编制相关的程序 IDAFF,该程序考虑 P- Δ效应,同时给出一个分析算例 .
Abstract:
Starting from studies of Lu Xilin, et al, the authors establish a design oriented method for analysing elastic plastic time history of a frame structure with frictional energy dissipation. In this method, an inter floor shear model is adopted for the whole RC structure; and a quadrilinear recovery force model, for the RC inter floor columns. The parameters of control points on the framework of the quadrilinear recovery force model are calculated by M φ nonlinear calculator program. An ideal elastic plastic model is adopted for the recovery force model of frictional energy dissipating device. This method is described in detail, the dependent program IDAFF is developed by using VC ++ language and the P-Δ effect is considered in the program. Moreover, an analytical example of calculation is given.

参考文献/References:

[1] 吕西林, 卢文生. R.C.框架结构的振动台试验和面向设计的时程分析方法 [J]. 地震工程与工程振动, 1998(2):48-58.doi:10.3969/j.issn.1000-1301.1998.02.007.
[2] 冼巧玲. 消能支撑框架结构的试验--理论研究 [D]. 湖南大学, 2000.1-20.
[3] 周基岳, 刘南科. 钢筋混凝土框架非线性分析中的截面弯距-曲率关系 [J]. 重庆建筑工程学院学报, 1984(2):20-35.
[4] 吕西林, 全国芳, 吴晓涵. 钢筋混凝土结构非线性有限元理论与应用 [M]. 上海:同济大学出版社, 1997.1-127.
[5] 欧进萍, 吴斌, 龙旭. 耗能减振结构的抗震设计方法 [J]. 地震工程与工程振动, 1998(2):98-107.doi:10.3969/j.issn.1000-1301.1998.02.013.
[6] Ciampi V, De Angelis M, Paolacci F. Desigen of yielding or friction-based dissipative bracings for seismic protection of buildings [J]. Engineering Structures, 1995(5):381-391.doi:10.1016/0141-0296(95)00021-X.
[7] 程民宪. 结构动力分析中几种逐步积分法在负刚度条件下的收敛性和稳定性 [J]. 工程力学, 1989(2):35-47.

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备注/Memo

备注/Memo:
福建省建设委员会科研基金资助项目(闽建科[2001]44号)
更新日期/Last Update: 2014-03-23