# [1]魏文晖,瞿伟廉.设置FVD框架结构的非线性地震反应控制研究[J].东南大学学报(自然科学版),2004,34(3):386-389.[doi:10.3969/j.issn.1001-0505.2004.03.024] 　Wei Wenhui,Qu Weilian.Earthquake-response-control of nonlinear frame structures with friction-viscoelastic damper[J].Journal of Southeast University (Natural Science Edition),2004,34(3):386-389.[doi:10.3969/j.issn.1001-0505.2004.03.024] 点击复制 设置FVD框架结构的非线性地震反应控制研究() 分享到： var jiathis_config = { data_track_clickback: true };

34

2004年第3期

386-389

2004-05-20

## 文章信息/Info

Title:
Earthquake-response-control of nonlinear frame structures with friction-viscoelastic damper

Author(s):
Institute of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China

Keywords:

TU973.31
DOI:
10.3969/j.issn.1001-0505.2004.03.024

Abstract:
Based on the characteristics of viscoelastic damper and friction damper, a new friction-viscoelastic damper(FVD)is proposed. According to the fractional derivative model of viscoelastic damper and force-deformation-slip relation of friction element, a precise finite element model of FVD is constructed, and the method for forming element stiffness matrix and control force vector of FVD is deduced. Consequently, a time history analytical method is employed to analyze the seismic responses of nonlinear frame structure equipped with FVD under disastrous and minute earthquake.

## 参考文献/References:

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